Loading...
HomeMy WebLinkAbout2596, 2598, 2600, 2602 River Landing Dr (a)n F-1 ABV. ABOVE GA. GAUGE RM. ROOM A/C AIR COMPRESSOR G.F.I. GROUND -FAULT CIRCUIT R.O. ROUGH OPENING ADJ. ADJUSTABLE 3136 INTERRUPTER RIS ROD AND SHELF AHU AIR HANDLER GL. GLASS S.C. SOLID CORE ALT ALTERNATE GYP. BD. GYPSUM BOARD S.D. SMOKE DETECTOR AMP. AMPERAGE H.C. HOLLOW CORE S.H. SINGLE HUNG BD. BOARD HDR. HEADER SH SHELF BLK BLOCK HT, HEIGHT SHTHG. SHEATHING BLK'G. BLOCKING HORIZONTAL SEPARATION: PARRALLEL WALLS) 0 ft. to 6 ft 0 % OPENINGS 1 07.) INSUL. INSULATION SHVbR. SHOWER C.L. CENTER LINE INT. INTERIOR SIM. SIMILAR CART. CABINET LAL9, LAMINATED SGD. SLIDING GLASS CLG. CEILING LAV. LAVATORY STD. STANDARD CLR. CLEAR LUPdI. LUMINOUS TEMP. TEMPERED GLASS CONC. CONCRETE ["vi. C. MEDICINE CABINET THK. THICK CPT. CARPET MFR. N4ANUFAC7URER T.O.C. TOP OF CURB C.T. CERAMIC TILE `,lIN. Pt11NIN1UM T.O.P. TOP OF PLATE C.J. CONTROL JOINT MTD. N10UN7ED T.O.S. TOP OF SLAB CMU CONCRETE MASONRY N1TL. METAL TYP. TYPICAL UNIT N.I.C. NOT IN CONTRACT U.N.O. UNLESS NOTED OTFIERV'v1SE D. DRYER N.T.S. NOT TOSCC ALE VP. VAPOR PROOF DBL. DOUBLE O.C. ON CENTER �'ti'• WASHER DIA. DIAMETER DINT. DIMENSION P, L. PROPERTY LINE W/ WITH DISP. DISPOSAL P. B. PUSH BUTTON WD. WOOD DP. DEEP PH. PHONE v�Dt�'. WINDOW DR. DOOR PLYb^,'D. PLY',.`t'OOD itiUH WATER HEATER PR. PAIR �'.I. WROUGHT IRON D.S. DOL.MNSPOUT DTL. DETAIL PT PRESSURE TREATED W. P. WEATHER PROOF D.4N. DISHWASHER R. RISER R•AD. RADIUS EA. EACH R,'A RETURN AIR GRILL ELEV. ELEVATION REF. REFRIDGERATOR ENG'D. ENGINEERED REV. REVERSE E1. EQUAL EXH. EXHAUST EXT. EXTERIOR F.G. FIXED GLASS FIN. FINISH FLR. FLOOR FLR'G FLOORING FLUOR. FLUORESCENT FR. DR. FRENCH DOOR FT^v. FOOTING ■� �N =Elm MODEL: AREA Sheet Number Sheet Title TAB UNIT A IT UB UNIT B UT A TOTAL 1st STY. LIVING 834 734 734 834 3136 2nd STY. LIVING 946 901 901 946 3694 TOTAL LIVING 1780 1635 1635 1780 6830 ENTRY 40 51 51 40 182 GARAGE 238 230 230 238 936 LANAI 41 NA NA 41 82 TOTAL U.R. 2099 1916 1916 2099 8030 HORIZONTAL SEPARATION: PARRALLEL WALLS) 0 ft. to 6 ft 0 % OPENINGS CODE SUMMARY APPLICABLE CODES 1. FLORIDA BUILDING CODE 2010 - RESIDENTIAL 2. NATIONAL ELECTRICAL CODE - NEC 2011 3. FLORIDA FIRE PREVENTION CODE 2010 Sheet Number Sheet Title BUILDING TYPE: 2 STORY TOWNHOUSE Cover Sheet 1 CONSTRUCTION TYPE: UNPROTECTED, UNSPRINKLED 2 Elevations Side -Rear FIRE PROTECTION RATING REQUIREMENTS: 1st Floor Plan 4 2nd Floor Plan REQUIRED PROVIDED 1. PARTY AND FIRE WALLS 2 HR. 2 HR. 2. INTERIOR BEARING WALLS 0 0 3. INTERIOR NON BEARING PARTITIONS PER 705.1.2) 0 0 4. COLUMNS 0 0 b. EAMS, GIRDERS, TRUSS S AND ARCHES 0 0 6. FLOOR CEILING CONSTRUCTION 14 Separation Walls 7. ROOF CEILING CONSTRUCTION 0 0 8. EXTERIOR BEARING WALLS D3 Detail Sheet HORIZONTAL SEPARATION: (PARRALLEL 'WALLS) SHALL BE PER INDICATED 0 ft. to 6 ft 0 % OPENINGS 1 (0%) N/A (0%) OVER 6 ft 0 D 9. EXTERIOR NON BEARING WALLS HORIZONTAL SEPARATION: PARRALLEL WALLS) 0 ft. to 6 ft 0 % OPENINGS 1 07.) N/A 7077- %OVER OVER6 ft 0 0 SHEET LIST Sheet List Table Sheet Number Sheet Title 0 Cover Sheet 1 Elevations 2 Elevations Side -Rear 3 1st Floor Plan 4 2nd Floor Plan 5 Cross Sections E 1st Electrical Plan 7 2nd Electrical Plan 8 Foundation Plan 9 Plumbing 10 1st Block Plan 11 2nd Block Pian 12 1st Framing Plan 13 2nd Framing Plan 14 Separation Walls D1 Detail Sheet D2 Detail Sheet D3 Detail Sheet ,y—r? ?0 zZoz— {7 E LATEST REVISION DATE TO MASTER.- 07-01-12 ASTER:07-01-12 me 00f## M/I ORLANDO O A C� � z U � �U LU CD)z SC/)L� C6 W o O � W OU p Q = U i , � -i 2EO ro I-- o o� � J O <U � (n N LL LU m LU � U) DO NOT SCALE PRINTS! O SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES 00f## M/I ORLANDO O A C� c L0 CC) U � �U LU CD)z SC/)L� C6 W o O � }— 8=cr�� Q = U i , ro I-- o o� � J O <U � (n N LL LU m LU o U) 00f## M/I ORLANDO A C� c L0 CC) a LU __j w Q Q 0 I-- o z LU o U) U) DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/I HOMES FOR CLARIFICATION! 00f## M/I ORLANDO f I co �l FOAM SOFFIT BRACKET P FOAM SOFFIT BRACKET�S� MEAN ROOF HEIGHT +23'-3" 7` — — — TOP OF 2ND STY. WALL PLATE +18'-9 7/8" 2nd STY. FIN. FLR. +10'-8-3/4° TOP OF 1ST STY. BILK. WALL +9 =4 FOAM SC BRACKET - TOP OF SLAB_ +0'-0-0" (REF. ELEV.) 7/16° OSB SHEATHING GABLE END TRLISS OR FRAME WALL '8" CEMENT PLASTER Oil PAPER BACK LATH AIR INFILTRATION BARRIER (DESIGN STANDARD: T)AEK) Z �I MID -WALL KEEP SCREED 1/2" MIN. CEMENT PLASTER 8" CMLI WALL 1" = 1,-0" I CVIk1t,-`77rl%K1 ISI` o, mi i�I ENDS... I PRINCETON UNIT "B" FOAM SOFFIT GABLE CORBEL PROJ. BAND AT UI IIU - DOORWDW. PROJ BEYOND / STONE KEYSTONE 1 /4" = 1'-0° PRINCETON UNIT "B" JOUNL HNIJd - KLION 9 ENDS �M_EAN ROOF HEIGHT 70F OF 2ND STY. tUALL PLATE 2nd STY. FIN. PLR. TOP OF 1ST STY BLK. WALL +9'4— FOAM SOFFIT BRACKET- EQ. 'OF SLAB -T F. ELEV.) FRONT ELEVATION -B- 1/4" ELEVATION NOTES - 1 . ALL RAISED AND SCORED BANDS SHALL BE SMOOTH SAND FINISH. 2. SCORED BAND REFERS TO FLUSH (NOT RAISED) BAND. SCRIBE LINE AT BAND WIDTH PER ELEVATION. 3. ALL RAISED BANDS SHALL BE FOAM OR STUCCO (PER PLAN). 4. CONTROL JOINTS SHOWN ADJACENT TO WINDOWS ON SIDE AND REAR ELEVATIONS SHALL BE 6" FROM EDGE OF WINDOW JAMBS. 5. ALL SECOND FLOOR WINDOW SILLS HEIGHT SHALL BE A MIN 24" A.F.F. CODE SUMMARY APPLICABLE CODES 1. FLORIDA BUILDING CODE 2010 - RESIDENTIAL 2. NATIONAL ELECTRICAL CODE - NEC 2011. 3. FLORIDA FIRE PREIvENTION CODE 2010 BUILDING TYPE: 2 STORY TOWNHOUSE CONSTRUCTION TYPE: UNPROTECTED, UNSPRINKLED FIRE PROTECTION RATING REQUIREMENTS: REQUIRED PROMDED 1. PARTY AND FIRE WALLS 2 HR. 2 HR. 2. INTERIOR BEARING WALLS 0 0 3. INTERIOR NON BEARING PARTITIONS LPER ,05.1.2) 0 0 4. COLUMNS 0 5. BEAMS, UI , P , TRUSSES AND ARCHES 0 0 6. FLOOR/CEILING CONSTRUCTION 7. ROOF / CEILING CONSTRUCTION 0 0 S. EXTERIOR BEARING WALLS HORIZONTAL SEPARATION: (PARRALLEL WALLS) 0 ft. to 6 ft (0 OPENINGS) 1 N '1 (0/0) OVER 6 ft 0 0 9. EXTERIOR NON BEARING WALLS HORIZONTAL SEPARATION: (PARRALLEL WALLS) 0 ft. to 6 ft `O % OPENINGS) 1 i 0 l N/A (0%) OVER 6 ft C O LATEST REVISION DATE TO N1,ASTER.- 07-01-1 2 tY 0 O L -Ll =57 of L -Ll �o co Cn w 2i 75O �9 U p oo Z ' I— LLI Lo ccElf CD CFO- s Q LLI j -Z- O CU�c�r CN LL LL LLI CL o" DO NOT SCALE PRINTS! CONSTRUCTION SI-LALL BE PER INDICATED DIMENSIONS ONLY. ,ATN)' DISCREPENCIES TO BE REPORTED TO M/I HOMES FC)RCLARIFICAROW II a l of 4 M/1 ORLANDO MEAN ROOF HEIGHT . — +23'-3" TOP OF 2ND STY. WALL PLATE +18'-9 7/8" 2nd STY. FIN. FLR. +10'-8-3 JOE° TOP OF IST STY. BLK. WALL LEXINGTON UNIT 'PAPP 4�—Lin MITA. PP. ALL 4' GALS'. Ml. OFF—R@GE 4'EN T 12 5� SHIINGLE ROOFING PRINCETON®® PRINCETON UNIT 1PE1P UNIT ,SBP, 4'— 0' 4 —i1^ t MIN. TlP. ALL UNITS MIN. TY?. ALL UNITS 4' GALV. 61TL OFF—RIDGE 4ENT�� SHINGLE ROOF NG SLOPE 5:12 GAL`v'. Ml OFF—RIDGE 4ENT SLOPE 512 S'W. SCORED LINE ALONG SOFFIT — TYP. \ 4'-0" MIN, TIP. ALL UNITS LEXINGTON UNIT "All 4' BALI'. MTL, OFF—RIDGE 4'ENT SHINGLE ROOFING MEA„1 ROOF HEIGHT l--— Li TEXTURED Y,ALL FINISH — SQUARE HOOD — — --—��P,OOF4ENi -- SLOPE 5:12 TEXTURED WALL FINISH U U J — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ------------------------- 8"44'. SCORED L LI— BANDIT DOOR; 'K'N CJ — L j — — — — — — — — — — — — — — — — — — — — c6 LLI _ o O c` -o =, z cn - - � — — — — — — — — — — — — c.�. i — SQUARE HOOD-,,",— — ROOFUENT SLOPE x:12 - - - TOP OF SLAB_, — SIDE ELEVATION B - "LEXINGTON" UNIT .I ;4r, _ .I,_0" TOP OF 21ND STY. _WALL PLATE +15-07/8” 2nd STY. FEN. FLP,. +10'-8-34" TOP OF 1ST STY. BILK WALL ---dLTOP OF SLAB +o o' (REF. ELEV.) ii�l � lig I SIDE ELEVATION B - "LEXIN("JTON" UNIT, LATEST RE'iSION DATE TO MASTER: 07-01-12 II 2®f14 Mll ORLANDO co m ~ Lu COC c6 LLI _ o O c` -o =, z cn Q LLI O Lj C d =l DCCD 0 < LL C!5 N LL LLJ -- Q W O < cy') r1loo, � w 0 W 0 I W = V ' ® 5 � O Cc > pp r21 �I Z II 2®f14 Mll ORLANDO co U co Z ' E �--L L U Lu COC c6 LLI _ o O c` -o =, z cn Q LLI O Lj C d =l DCCD 0 < LL C!5 N LL LLJ -- Q 2 cy') co ('��''v' � 11 `�' Lu I W V ' ® 5 Cc > pp r21 �I Z LLJ DO NOT SCALE PRINTS! CONSTRUCTION aIALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M7 HOMES FOR CLARIFICATION! II 2®f14 Mll ORLANDO I IN VIII 1 P'1 UNIT "B" 00 TAB I C'r3 UNIT CONC. UB T U T A TOTAL PATIO Wr' THIS. 834 734 0 AO EDGE 2nd STY. LIVING 946 I co 901 "F° 3694 A" „F^ 4'-10" 1635 12080 SGD 1780 6830 ENTRY 401 51 51 in I I i I I I I 182 T-4" CLG. HT - 12080 SGD 230 230 DINING 936 LANAI 41 CARPET NA 9'-4^ CLG. HT. 82 TOTAL U.R. 2099 LUTING 1916 9'-4" CLC. HT. 8030 CAP,PET DINING int In 6'-1" 6'- 6 1;'2 CARPET I II I I I I I I n 34 I./2'H. 2x 1 /2 a -O 3 -g i KNEE 'N,ALL I I I I I I N 60 � h LIVING 't -�'r- n 36 O Ii w ARPLT ---- I I BRO. -- INALL-� Of O � I _ - - -- L" 12'-8^ DESK;' 9'-4" CLG. HT. HUTCH -- -- 1 co KIT. NICFIE TILE � - 42" KNEE 12668 WALL SLOPED W'/ STAIRS 1 6'-81/2 3'-81/2" -31!'2^ .i- - 5 SH. � 0 WALL TEL CABLE I (DBRG. PA EL 12368 LIP = �r II 20 MIN FIRE DR. r s i i BARRIEERR MdTL DBL 2X12 SIP — POST TO SLAB HDR 44';` 3 2868 STUDS'EA. END 36' TOP 10'-8" 5'-1 1 /2"1 5'_O PROVIDE (11 LAYER OF LCi 5j8' TYPE X GYP BD. P94 AT GARAGE CEILING AND � 3068 LG. FIT. 1 2n GYP. BD. AT ' GA AGE FRAME WALLS �' 1 GARAGE 3" 9'-4" CLG. HT. ENTRY 0 9'-4" CLG. HT. — — — — — — — F— — � I I 1 .ACHE 3z8 KIT I 1 42" KNEE ,HALL SLOPED BSIL BYCOLUMN- FIB : n --z I I o 2568 f TELjC,1BLE BRG. 'WALL PANEL � H �+1; II 8070 OVERHEAD DR. '-5 1/2' 11'-31/2" 9'-11" 1'-111/2 0 MIN 1ANCHOR 21'-10 1/2" 2863 PRINCETON FIRE DR. I IN VIII 1 P'1 UNIT "B" 2x4 DRY WA SHE UNIT "B" NICHE DETAIL UNITS "B" /I "C" / "D' .' VVDVV, ROUGH OPNG, NOTE 36 718 x 63 WIDTH x HEIGHT (IN INCHES) AREA 00 TAB I C'r3 UNIT PATIO W1 THK. UB T U T A TOTAL EDGE 834 734 734 AO 3136 2nd STY. LIVING 946 901 901 "F° 3694 TOTAL LIVING 1780 1635 1635 1780 6830 ENTRY 401 51 51 40 182 GARAGE 12080 SGD 230 230 238 936 LANAI 41 NA NA 41 82 TOTAL U.R. 2099 1916 1916 9'-4" CLC. HT. 8030 DINING CARPET 9'-4^ CLG. HT. LIVING w ARPLT L" 12'-8^ 3'-101;')^ 2n 6,_6 1/2" " 4 II I I III KNEE WALL r s i i 2665 II v 1 36' TOP LBRG, 4NALL I i�---- "' 010 -- - - - DESK -- HUTCH9'-4' CLG. HT. -- .ACHE _ KIT I 42" KNEE ,HALL SLOPED cc TILE _2668 STAIRS ,, o' : n --z UP 2568 f TELjC,1BLE BRG. 'WALL PANEL � H �+1; II � 0 MIN 1ANCHOR 2863 DBL 2Xi2 SYP HDR iN;' 3 . FIRE DR. W.H. BARRIER ML NST TO SAB STUDS EA. ENO'' L Cyt h 1 PRO��IDE (1 `1 LAYER OF Lit r'° 41 �( � 5 i'F T)'FE "X" GYP BD. 9'-4" CLG. FIT. 3058 AT GARAGE CEILING AND _ _ _ _ I 5'-7" 3" 112" GYP. BD. AT GARAGE FRAME WALLS GARAGE III ENTRY - 9'-4" CLG. HT. 9'4 CLG. FIT. o F- — — — — — — — — — 7 I 5x6-� I i 8224 BILK,BUC COL COLLI,VIi l FI o I I I I I I 8070 OVERHEAD DR. f 5 1 /2 [-11 1/2' 9'-11" 11'-31/2' 21'-10 1/2" PRINCETON 2x4 DRY WA SHE UNIT "B" NICHE DETAIL UNITS "B" /I "C" / "D' .' VVDVV, ROUGH OPNG, NOTE 36 718 x 63 WIDTH x HEIGHT (IN INCHES) AREA 00 TAB I C'r3 UNIT UNIT UB T U T A TOTAL 1st STY. LIVING 834 734 734 834 3136 2nd STY. LIVING 946 901 901 946 3694 TOTAL LIVING 1780 1635 1635 1780 6830 ENTRY 401 51 51 40 182 GARAGE 238 230 230 238 936 LANAI 41 NA NA 41 82 TOTAL U.R. 2099 1916 1916 2099 8030 1st STY. FLOOR PLAN Ist STY FLOOR PLAN NOTES: 1. ALL INTERIOR FRAME WALL ARE DRAWN AND DIMENSIONED TO BE 3 1,12" WIDE UNLESS OTHERwSE NOTED. 2. ALL EXTERIOR BLOCK ARE SHOWN AND DIMENSIONED TO BE 7 5;18" WIDE UNLESS OTHERWSE NOTED. 3. ALL FULL HEIGHT BLOCK WALLS WITH NO OPENINGS BTWN. GROUTED FILLED CELLS ARE CONSIDERED SHEAR WALLS, 4. ® INDICATES FR.ANIE BEARING WALL WALLS DO NOT REQUIRE UPLIFT CONNECTORS DUE TO WALL SUPPORTING GRAVITY LOADS ONLY. ALL UPLIFT LOADS ARE HANDLED BY QUICK -TIE INSTALLATION. SEE SHEET 11 FOR ADD'L INFORMATION 5. 0 INDICATES FILLED REINFORCED VERTICAL BLOCK CELL - CONT. FROM FOOTING TO C.M.U. TOP COURSE 6. INDICATES 8" CMU WALL. TOP OF 44 ABOVE TOP OF SLAB. ?. E== INDICATES 2 -HR. FIRE SEPARATION WALL BTWN. UNITS. SEPARATION WALL CONTINUOUS FROM TOP OF FIRST STORY SLAB TO UNDERSIDE OF SECOND STORY ROOF DECKING. NO ELECTRICAL, PLUMBING, MECHANICAL, OR OTHER, BLDG. SERVICE SHALL DE WITHIN OR PENETRATE THE SEPARATION WALL S. PROVIDE UL TESTED FIRE CAULKING ON ALL ELECTRICAL,PLUMBING AND MECHANICAL PENETRATION THROUGH RATED WALLS AND CEILINGS 9. VENT DRYER TO OUTSIDE THROUGH ATTIC OR WALL 10. PROVIDE 24"w. WALL CAVITY, VOID OF STUDS, BEHIND WASHER FOR PLUMBING BOX AND STACK. 11. PROVIDE 12nw. WALL CAVITY, VOID OF STUDS, AT SHOWER CONTROL VALVE LOCATION. 12. INSTALL TEMPERED GLASS IN ALL SHOWER ENCLOSURES AND HAZARDOUS GLAZING LOCATIONS. 13. 0 - INDICATES WIND PRESSURE IN P.S.F. FOR WINDOW OPENING. 14. "FIG LINE" - INDICATES CHANGE IN FLOOR FINISH. 15. REFER TO CONTRACT CHANGE ORDERS FOR FLOOR FINISHES. 16. PROVIDE PORTABLE FIRE EXTINGUISHERS (FE) Wi' WALL MOUNTED HANGERS ,AT LOCATIONS SHOWN. 1 1 1 1 00 I C'r3 m co L0 co1210-0 u cc > LI Iu O J � CIO DUCT SCALE PRINTS! 00iNSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONL',,'. ,4iY DISCREPENCIES TO BE REPORTED TO VIII HOIGIES FC' CLARIFICATTOiN! 3 o#14 M;I ORLANDO ONE-HOUR RATED 7/16" FRE RETARDANT SHEATHING 7/8" EXT. PORTLAND CEMENT PLASTER ON PAPER BACKED EXPANDED METAL LATH ON TYVEI' BOLT INSTALLATION MOTES: CDD ADA TI ON1 SET IN EPDXY FILLED 5 CLEANED HOLE (4" MIN. 3" MIN. EDGE DISTANCE W/ DIA. WASHER PLUMB'GBOX 24" VOID STACK PLACE DBL. DBL. WALL STUD ADJ. TO STUD VENT PIPE STUD SPACING 1" RND. WASHER DRILLED & EMBED INTO CMU WALL) $ BOLTS SHALL NOT BE INSTALLED IN A HORIZONTAL LINE ON OPPOSITE SIDES OF SEPARATION MALL - STAGGER 4" VERTICALLY FROM BOLT ON OPPOSITE SIDE OF FALL TYP. CMU TO FRAME WALL DETAIL AT SEF'ARATIONWALL VVDVV. ROUGH OPNG.NOTE 36718x63 WIDTH x HEIGHT (IN INCHES) 2nd STY. FLOOR PLAN WALL LEGEND ® INDICATES 20 BEARING WALL W/ QUICK TIE SYSTEM HOLDDOWNS FROM TOP OF 1ST STORY BLOCK WALL TO SECOND STORY TOP PLATE. SEE SHEET 11 FOR ADD'L INFORMATION ® INDICATES 2x4 BEARING WALL ABOVE LAM. BEAM. PROVIDE STRAPPING PER DETAIL #5 ON SHT. 12 ® INDICATES 2—HR. HIRE SEPARATION WALL BTWN. UNITS. SEPARATION WALL CONTINUOUS FROM TOP OF FIRST STORY SLAB TO UNDERSIDE OF SECOND STORY ROOF DECKING. NO ELECTRICAL, PLUMBING, MECHANICAL, OR OTHER BLDG. SERVICE SHALL BE WITHIN OR PENETRATE THE SEPARATION WALL. REFER TO SEPARATION WALL DETAIL(s) FOR ADDITIONAL INFORMATION, AREA TAB SECOND STORY PLAN NOTES: 1. DRYER VENT BOX — VENT THRU ROOF. 2. 24" W. WALL CAVITY, VOID OF STUDS, FOR WASHER BOX AND STACK. 3. 12" W. WALL CAVITY, VOID OF STUDS, FOR SHOWER VALVE AND/OR HEAD. 4. HARZARDOUS GLAZING LOCATION, INSTALL TEMPERED GLASS IN ALL SHOWER ENCLOSURES AND/OR WINDOWS. 5. DO NOT SCALE PRINTS! CONSTRUCTION TO BE FROM CALCULATED DIMENSIONS ONLY. ANY DISCREPENCIES TO BE REPORTED TO M/1 HOMES FOR CLARIFICATION. ALL FRAME WALLS ARE DRAWN AND DIMENSIONED TO BE 3 1/2' WIDE UNLESS OTHERWISE NOTED. 6. PROVIDE DRAIN PAN BELOW EACH WASHER. DRAIN LINE TO EXTERIOR. 7. PROVIDE 2x4 AT 24" O.C. VERT. LADDER BLOCKING AT INTERSECTION OF INTERIOR TO EXTERIOR FRAME WALLS FOR INSTALLATION OF INSULATION. o co U o0 z � UL'u Q = < LLI UNIT UNIT UNIT UNIT BLDG. 1st STY. LIVING 834 734 734 834 3136 2nd STY. LIVING 946 901 901 946 3694 TOTAL LIVING 1780 1635 1635 1780 6830 ENTRY 40 51 51 40 182 GARAGE 238 230 230 238 936 LANAI 41 NA NA 41 82 TOTAL U.R. 2099 1916 1916 2099 8030 _1 c/) SECOND STORY PLAN NOTES: 1. DRYER VENT BOX — VENT THRU ROOF. 2. 24" W. WALL CAVITY, VOID OF STUDS, FOR WASHER BOX AND STACK. 3. 12" W. WALL CAVITY, VOID OF STUDS, FOR SHOWER VALVE AND/OR HEAD. 4. HARZARDOUS GLAZING LOCATION, INSTALL TEMPERED GLASS IN ALL SHOWER ENCLOSURES AND/OR WINDOWS. 5. DO NOT SCALE PRINTS! CONSTRUCTION TO BE FROM CALCULATED DIMENSIONS ONLY. ANY DISCREPENCIES TO BE REPORTED TO M/1 HOMES FOR CLARIFICATION. ALL FRAME WALLS ARE DRAWN AND DIMENSIONED TO BE 3 1/2' WIDE UNLESS OTHERWISE NOTED. 6. PROVIDE DRAIN PAN BELOW EACH WASHER. DRAIN LINE TO EXTERIOR. 7. PROVIDE 2x4 AT 24" O.C. VERT. LADDER BLOCKING AT INTERSECTION OF INTERIOR TO EXTERIOR FRAME WALLS FOR INSTALLATION OF INSULATION. o co U o0 z � UL'u Q = < LLI U cy)o cel c� ALL' —'2CD o QL cn cel L - LLI co cn C:o� L0 W orf� I = LLJQ 00 j F__.. N w z 7D d- _1 c/) DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO 14111 HOMES FOR CLARIFICATION! 40l 4 M/I ORLANDO GIRDER (BEYOND) BEARING WALL V) 0 cc X Flo FACE OF STUD WALL KNEE WALL - TOP AT 42' GIRDER PER FRAMING PLAN �c=� -- II--- LL ---LL-- ------------ 3;`4" PL1D. RISER UPPER LANDING STAIRS TO BE 1" NOSING SUPPORTED BY GIRDER ABOt�� 1/'2- DR) WALL 5 1 2" UNDER STAIRS— ^s Tl`PE 'K' IN cxi c �. RRIAGE N o Gr1RAGE II W/ „PACER AT w o SIDS '.V. Q tiLLS 10" 5 _ II �_ � I I 3•—��� I y I S ' CAR Abt II S- FLOOR_ II SECTION THRU UPPER STAIR - UNIT'A"- SEE SECTION ,, DETAIL SHTS. FOR ADD'L. INFORMATION PLYWD. ON 2.x12 FRMG AT TREADS 42'FI. 1CNEE WALL S-2' (5) RISERS BEYCND-i cV 1x10 STRINGER. NOSING \ 10", 3/4" PL RISER 2x12 TREAD \2x12 CARRIAGE W/ SPACER AT SIDE WALLS PLAN 3'-2' STAIR SECTION AT UNIT 1131 SEE SECTION / DETAIL SHTS. FOR ADD'L. INFORMATION HANDRAIL WITH CIRCULAR CROSS SECTION DIAMETER BTWN. 1 1/2' TO 2", OR PROVIDE CROSS SECTION OF EQUIVALENT GRASPABILITY PERFORMANCE Q Ln X Q 3/4" PLYWD. ON 2x8 JOISTS AT LANDING 0 c o TYPICAL SECTION AT HANDRAIL BALUSTER SPACING LESS THAN 4" DIA, SPHERE HANDRAIL DIAMETER CONT. BOTTOM RAIL LESS TAHN 2" DIA, SPHERE HANDR 0 M/I HOME TYP, STAIR TREAD AND RISER CALCULATION CONCRETE SLAB TO '" PLYWOOD SECOND FLOOR HT. = 128.75" / 17 RISERS = 7.57" RISER TOTAL STAIR RUN TREAD (NOT INCLUDING NOSING) = 10" WIDE 2x8 BLOCKING BEHIND H?eNDRAIL TOP AT 31" ABOVE EDGE OF TREAD i 1x10 STRINGER I' NOSING-\ 9xi2 TREAD Z o P,ISER U 0 0 CD�, olC-D Xz CD� O J CL Ocm,:: z zr-- O TYP, RISER =7,57" TYP. TREAD =10" REFER TO FLOOR PLAN FOR STAIR CONFIGURATION 10' (TYP.) LATEST REVISION DATE TO MASTER, 07-01-12 :E r*K 0 0 W _ W _. c1) CJ? W O ZZ 2E E ZCCOMNNZECT ER TO TREAD WM (4) 8cl NAILS \-2x12 CARRIAGE AT SIDES AND CENTER OF STAIRS WITH 2x8 SPACER AT SIDE WALLS CONNECT SPACER TO EA. STUD W/ (2) 10d COMMONS Z 2x4 P.T. lC16J PLATE 2x8 STAIR LEDGER CONNECT TO FLDOR TRUSS W/ (2)104 NAILS AT 6" C.C. MAY, OR EQUIVALENT CONNECT CARRIAGE TO LEDGER W/ (2)10d T%C-NAILED COMMONS STAGGERED EA. SIDE NOTE: PICKETS SHALL BE PLACED NO GREATER THAN 4" D.C. TYPICAL STAIR SECTION SCALE: N.T.S. HANDRAILS FOR STA.IR�l'vAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A a a SPACE OF NOT LESS THAN 1-1/211(38MM) BETWEEN THE WALL AND THE HANDRAILS wi s= m ~ O co � z U co ccDo -3!4" PLYWOOD L I— c FLOORING SE 0 cfl Lu W Oo � wry Lu � 055;O FLOOR TRUSS NAIL (2)2x4 TO BOTTOM OF W p u`. FLOOR TRUSS 12" OR LESS IN �� u N m i DEPTH z _j � O �I > ZCCOMNNZECT ER TO TREAD WM (4) 8cl NAILS \-2x12 CARRIAGE AT SIDES AND CENTER OF STAIRS WITH 2x8 SPACER AT SIDE WALLS CONNECT SPACER TO EA. STUD W/ (2) 10d COMMONS Z 2x4 P.T. lC16J PLATE 2x8 STAIR LEDGER CONNECT TO FLDOR TRUSS W/ (2)104 NAILS AT 6" C.C. MAY, OR EQUIVALENT CONNECT CARRIAGE TO LEDGER W/ (2)10d T%C-NAILED COMMONS STAGGERED EA. SIDE NOTE: PICKETS SHALL BE PLACED NO GREATER THAN 4" D.C. TYPICAL STAIR SECTION SCALE: N.T.S. HANDRAILS FOR STA.IR�l'vAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A a a SPACE OF NOT LESS THAN 1-1/211(38MM) BETWEEN THE WALL AND THE HANDRAILS wi s= � O co c co Lon U co ccDo -3!4" PLYWOOD L I— c FLOORING SE 0 cfl Lu Lu Q Q L I ~ FLOOR TRUSS NAIL (2)2x4 TO BOTTOM OF U —� o / FLOOR TRUSS 12" OR LESS IN �� u N m i DEPTH _j Q ZCCOMNNZECT ER TO TREAD WM (4) 8cl NAILS \-2x12 CARRIAGE AT SIDES AND CENTER OF STAIRS WITH 2x8 SPACER AT SIDE WALLS CONNECT SPACER TO EA. STUD W/ (2) 10d COMMONS Z 2x4 P.T. lC16J PLATE 2x8 STAIR LEDGER CONNECT TO FLDOR TRUSS W/ (2)104 NAILS AT 6" C.C. MAY, OR EQUIVALENT CONNECT CARRIAGE TO LEDGER W/ (2)10d T%C-NAILED COMMONS STAGGERED EA. SIDE NOTE: PICKETS SHALL BE PLACED NO GREATER THAN 4" D.C. TYPICAL STAIR SECTION SCALE: N.T.S. HANDRAILS FOR STA.IR�l'vAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A a a SPACE OF NOT LESS THAN 1-1/211(38MM) BETWEEN THE WALL AND THE HANDRAILS wi DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/I HOMES FOR CLARIFICATION! ) 5of14 M/1 ORLANDO a � c co Lon a Lu ®I � _j �I > LLI W _► U) DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/I HOMES FOR CLARIFICATION! ) 5of14 M/1 ORLANDO 2" SEC. 40 IN SLAB TO 2" SEC. 40 IN SLAB TO 2" SES. 40 1N SLAB TO EACH UNIT; 3-'210XHr9W EACH LINIT; 3- 21OXHIdIN EACH UNIT; 3-210XHHW i4' ' 1 y4XNN'r4 ALUhiINU41 IN/ 1 #4:HH',+1 .ALUI4iiNUM I/ 14XHHIN ALU?,11PiiJh9 150 .AMP METER PII 150 150 AMP METER Wf 150 150 Ab1F' METER .9( 151 AldP UNIT iiAIN BREAKER � A�b1P UNIT MAIN BREAKER � AIP UNIT MAIN BREAKER a O 400 AMP 1,1AIN BUSSAR 120/240 0 410 AMP MAIN BUSBAR 120/240 O 1 PHASE 3 YdRE - N3R 1 PHASE 3 N3R 3" SEC. 81 PVC 1,14 BARE COPPER TO 5,18" GAL. SEC. 80 P''dC 1 BARE COPPER TO 5/8" GAL. �,�� 0 #` 3" SEC. 80 r„ ROD: TO TOOTER STEEL IN/ ROD: TO FOOTER STEEL NJ.! APPROVED CLAMP A,PPP,O',"ED CLAPRN.FIN. GRADE FIN. 8' GAL. CO. ROD A ` 8' GAL . GR. ROD GRADE �A Z7 3 250 XHHW AL. IN SEC. 40 3u o v t C - o UTILITY T 50 :,HNIt .� H IN -UP 4I i bt, T�„ UIILII: HOOT; -UP ?b'C -0 UT!LiIY HOOK-UP � 400 AMP 1,1.AIN BUSBAR 1201,'240 1 PHASE 3 WIRE - N3R #4 BARE COPPER TO 5/8" GAL. ROD: TO FOOTER STEEL 'W/ APPROVED CLAY P 8' 'GAL. GR. ROD 3# 400 XHH'W AL. IN SEC. 40 PVC TO UTILITY NOOK -UP 2 UN7 METEORCENTER 3 UNIT METER CENTER 4 UNIT METER CENTER NOTE: REQUIRES (2) OF THESE FOR 4 -UNIT BUILDING * NOTE: REQUIRES (2) 3 BANK FOR A 6 -UNIT BUILDING NOTE: REQUIRES (1) 4 BANK AND (1) 3 BANK FOR A 7 -UNIT PDF created with pdfFactoy trial version c:crv;,p&factory_ om SEE SHEET 9 FOR ELECTRICAL LOADS CALCULATIONS 5-6' U IN I Ll UNIT "B" ELECTRICAL LEGEND -bc�_ STANDARD SWITCH cam-' 3 WAY SWITCH -�� 4 WAY SWITCH -«F, DIMMER SWITCH b PUSH BUTTON LLI DUPLEX OUTLET CH G.F.I. DUPLEX OUTLET ZIGFI WATER PROOF/G.F.I. DUPLEX OUTLET 220 220 VOLT OUTLET CLG CEILING MOUNTED DUPLEX OUTLET CLIC UNDER COUNTER DUPLEX OUTLET ® CLG. MOUNTED OUTLET FOR GAR. DOOR OPENER (1) PRE -WIRED JUNCTION SOX P N PRE -WIRED FAN JUNCTION BOX -{� CEILING MOU�FIiED LIGHT FIXTURE �VP CEILING MOUNTED -VAPOR PROOF LIGHT FIXTURE ATTIC P.C. LCT. ATTIC PULL CHAIN RECESSED LIGHT FIXTURE -�-VP RECEStiED-'rADOR PROOF LIGHT F1tTlIRE -0 WALL MOUNTED LIGHT FIXTURE F,0COACH.COACH LIGHT ;PRE -WIRE AS NOTED) FLOOD LIGHT 0 1x4 1'x4' FLUORESCD T LIGHTING 0 2x4 2'x4' FLUORESCENT UCH7ING C� FLUORESCENT STRIP C C UNDER CABINE FLUORESCENT STRIP WALL MOUNTED INCANDESENT STRIP E.F. EXHAUST FAN LITE EXHAUST FAN WITH LIGHT S D SMOKE DETECTOR, OR SMCKE CARBON MONOVDE DETECTOR COMBO CS SPEAKER PRE -WIRE ELECTRICAL PANEL E=h A/C DISCONNECT LL 'EL! ELECTRICAL METER 0 TELDIrISION OUTLET < TELEPHONE JACK NEFWORK JACK U1Vl 1 r, ELECTRICAL NOTES -- I . OTES: mom �I� rR, 1st STY. ELECTRICAL PLAN 1. ELLUIHIUAL LAYOUT SHOWN IS SCHEMATIC. ELECTRICAL CONTRACTOR SHALL VERIFY THAT ALL ELECTRICAL INSTALLATIONS MEET ALL APPLICABLE LOCAL, STATE AND 2008 NEC. 2. ALL FAN, PHONE AND T.V. PREWIRE LOCATIONS SHALL BE DETERMINED & VERIFIED AT PRE -CON MTG. 3. ALL RECEPTACLE OUTLETS SHALL BE PROTECTED BY ARC -FAULT CIRCUIT INTERRUPTERS) AND SHALL "TAMPER-RESISTANT" PROTECTION DEVICE. 4. ALL GARAGE OUTLETS SHALL BE G.F.I. 5. ALL SMOKE DETECTORS SHALL BE HARD WIRED & EQUIPPED W/ BATTERY BACK-UP & WIRED IN SUCH A MANNER THAT ACTUATION OF ONE ALARM WILL ACTUATE ALL ALARMS. 6. COMBO SMOKE/CARBON MONOXIDE ALARMS SHALL BE INSTALLED WITHIN 10'-0" OF EACH DESIGNATED BEDROOM. 7. ALL EXHAUST FANS SHALL BE VENTED TO THE EXTERIOR. 8. ALL RECEPTACLES IN DAMP AND WET LOCATIONS SHALL BE WEATHER RESISTANT TYPE DEVICES. 9. ALL GARAGE SET W.H. SHALL HAVE PROTECTIVE POST, WHERE NECESSARY. LATEST REVSION DATE TO NIIASTER: 07-01-12 ui °2E 0 - O Lu Lu co U) �w O _ I w 00 cfl U � � z MD z LLI co Lo i LLI _LLI E;00 11.E o � 0 L~LI CjCZ) � -t�oCo O -� (1) LL C\1l V_ LL Q LLJ Z zZ�0 w O cfl U � MD z LLI co Lo i LLI _LLI E;00 i Q Z ti 0 L~LI CjCZ) � -t�oCo O -� (1) LL C\1l V_ LL Q LLJ w DO NOT SCALE PRIM T S! CONSTRUCTION SHALL BE PER INDICATED DItNIENSIOINS ONLY, ANY DISCREPENCIES TO BE REPORTED TO ILMI HOMES FOR CLARIFICATIONI 6of14 Mil ORLANDO cn 0 0 LLJ i 0 (1) LLJ Z DO NOT SCALE PRIM T S! CONSTRUCTION SHALL BE PER INDICATED DItNIENSIOINS ONLY, ANY DISCREPENCIES TO BE REPORTED TO ILMI HOMES FOR CLARIFICATIONI 6of14 Mil ORLANDO ' V I V I 1 V tJ1 14 1 !-A ELECTRICAL LEGEND bl=)- STANDARD SWITCH (:o 3 WAY SWITCH 4 WAY SWITCH Z DIMMER SWITCH PUSH BUTTON DUPLEX OUTLET Lu G.F.I. DUPLEX OUTLET �GFI WATER PROOF/G.F.I. DUPLEX OUTLET 220 220 VOLT OUTLET CLG CEILING MOUNTED DUPLEX OUTLET UC UNDER COUNTER DUPLEX OITLET O CLG. MOUNDED OUTLET FOR GAR. DOOR OPENER pLL— FRE -'MIRED JUNCTION BOX P N. PRE-','r9RED FAUN JUNCTION BOX Cf� N LL. CEILING I6OLI,`JEC LIGHT H\TURE _(XP CEILING M0UI`FED-'IAPOR FROOF LIGHT FIkTURE ATTIC P.C. LGT. -`DTIC PULL CHAIN -Ep RECESSED LIGHT FIXTURE FRECESSED VP -VAPOR PROOF LIGHT F Gal IRE 10 WALL MOUNTED LIGHT FIkTURE 1-0 COACH L.T. COACH L1GFfT ;;FRE -;VIRE X45 NOTED Il FLOOD LIGHT 0 1x4 14 FLUORESCEPLIGFITI,N(G 0 2x4 2'x4' FLUORESCENT LIGI TM IG FLUORESCENT STRIP C C UNDER CABINET FLUORESCENTS 41P Q Q Q Q W.kL dOUNTIED INCANDESENT S r,1P E.F. EXHAUST FAN LTE EXHAUST FAN WITH LIGHT SD S';fOKE L.1RB11 MONOXIDE DETECTOR COMBO SPEAKER PRE -YORE f� ELECTRICAL PANEL Ch A/'C DISCONNECT ELECTRICAL METER TELEOSION OUTLET < TELEPH91NE JACK �_m NETWORI! JACK ELECTRICAL NOTES -- 1 . OTES: 1. ELECLRICAL LAYOUT SHOWN IS SCHEMATIC. ELECTRICAL CONTRACTOR SHALL VERIFY THAT ALL ELECTRICAL INSTALLATIONS MEET ALL APPLICABLE LOCAL, STATE AND 2008 NEC. 2. ALL FAN, PHONE AND T.V. PREWIRE LOCATIONS SHALL BE DETERMINED & VERIFIED AT PRE -CON MTG. 3. ALL RECEPTACLE OUTLETS SHALL BE PROTECTED BY ARC -FAULT CIRCUIT INTERRUPTERS) AND SHALL "TAMPER-RESISTANT" PROTECTION DEVICE. 4. ALL GARAGE OUTLETS SHALL BE G.F.I. 5. ALL SMOKE DETECTORS SHALL BE HARD WIRED & EQUIPPED W/ BATTERY BACK-UP & WIRED IN SUCH A MANNER THAT ACTUATION OF ONE ALARM WILL ACTUATE ALL ALARMS. 6. COMBO SMOKE/CARBON MONOXIDE ALARMS SHALL BE INSTALLED WITHIN 10'-0" OF EACH DESIGNATED BEDROOM. 7. ALL EXHAUST FANS SHALL BE VENTED TO THE EXTERIOR. 8. .ALL RECEPTACLES IN DAMP ,AND WET LOCATIONS SHALL BE WEATHER RESISTANT TYPE DEVICES. 9. ALL GARAGE SET W.N. SHALL HAVE PROTECTIVE POST, WHERE NECESSARY. 2nd STY. ELECTRICAL PLAN LATEST REVISION DATE TO MASTER: 07-01-12 w 2E rl: 0 0 Lli =0 5; ry Lu acf) 2w a 0 IBJ } ®I O (:o co > � Z U 00 z w uj CL Lu c� LU 2E O Q p � w� Lu U O w pLL— O Q>L Cf� N LL. c- z LLI Lb �CL � O IBJ ®I O (:o co > uj �- U 00 z w uj CL Lu c� Iti co Q = Lu U O Q>L Cf� N LL. c- LLI Lb �CL Q IBJ o ®I O (:o co > uj LLI uj o ®I O co > LLI Iti LLl FL- =) 0 C/') _j C/) DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY. ANY DISCREPENCIES TO BE REPORTED TO %1 HOMES FOR CLARIFICATIONI M/l ORLANDO 0 "I_?_#5 BARS 1'-1n CONT. ON CHAIRS TYP, 'I -STY. SLAB EDGE BRG. WALL C 3-415 BARS CC11T. ON CHAIRS INT, FRAME BRG, WALL FTG, x FIN. _ 4" o G f ® 0 a ® 0 3- r5 BARS CONI. ON CHAIRS T`P.2-STY, SLAB EDGE VERIFY wr` DOOR MANUF. SLOPE 11 (3)-95's C.%T. LIN CHAIRS DRIVE WAY . 16° SLAB EDGE FTG, AT GARAGE DOOR OPNG. CURB WIDTH AS STATED ON PLANS VARIESVi- ARIES ` LANAI SLAB � Z ENTRY -' 4" 3-#5 BARS PAVERS ® MIT. ON CHAIRS 3-;�5 BARS 1-10 CONT. ON CHAIRS RAISED CURB FTG, AT GARAGE EXT FALLS SLOPE Do - VARIES _ . 0 1 §5 CONI g' i' -O" 1 #5 CONT. PATIOIE NTRY S INT. NON-BRG. SLAB SLAB EDGE / STEP DN. FTG, 1;`2" CURB VARIES VARIES J5 BAR 4' AT 24" O.C. 4-#5 BARS 2'-0" CONT. ON CHAIRS RAISED CURB FTG. BTVVN . GARAGE INT, FALLS 3-p B,LRS CONT. ON CHAIRS INT, BLK. WALL FTG. AT SLAB 4 STEP DN, BTI�N+ GARAGE & ;� ADJ. UNIT INTERIOR FALLS #5 BAR 4" 3,77 AT 24" O.C. 4-.15 BARS CONT. ON CHAIRS TYPICAL FTG. g INT SEPARATION MALLS 8' CMU WALL FIN. GRADE - VARIES BRG. WALL ® 0 0 3-#5 BARS CONT. ON 1'-8" I CHAIRS INT. BRG, WALL FTG. AT SLAB STEP DN. 5 BAP, DOWEL �T EA. REINF, FILLED CELL cc Q 2'-O CONT. CONC. CA FTG. STEL FALL DETAIL AT ENTRY TYPICAL EDGE ® PIPING PIPE (6' DIA. MAX.) SLEE4'E (DIA. LARGER THAN PIPE) TYP. PIPE THRU FTG DETAIL AS REQ'D, STEM MONO MONO STEM EMEND STEM WALL FTG, DEPTH Cll REBAR 2'-1" INTO MONOLITHIC MONOLITHIC SLAB SLAB EDGE EDGE TO MATCH SOT. OF STEM WALL FTG. �u :n A.F.F. o Z _ Z Y STEM WALL 2'-6' RG, REBARS x STEM WALL FTG. TO MONO r, SLAB EDGE TRANSITION PAVERS ON SOIL CEMENT SAND BASE ' FIN. C.,RADE � BRICK PAVER DETAIL SLAB PLAN FOUNDATION NOTE& 1. INDICATES FILLED CELL W/ 3,000 PSI GROUT W,/ 1-#5 REBAR UNLESS NOTED OTHERWISE, DO NOT SCALE PRINTS! "'CONSTRUCT FROM CALCULATED DIMENSIONS ONLY. 41Y DISCREPANCIES TO BE REPORTED TO M/l HOMES FOR CLARIFICATION, 3. REFER TO PLUMBING PLAN FOR FIXTURE, PLUMBING WALL, AND C4NCUIT UNDER SLAB LOCATIONS. 4. AC PADS TO BE 12" MIN. CLEARANCE FROM SLAB EDGE. 5. T.O.F. = TOP OF FOOTING LATEST REVISION DATE TO MASTER: 07-01-12 ui 2E n0 Z a LL.1 rill LLJ U) 2E w O c- m F- coU � z Z ' co L sC'o LLii� S CZ LLI � W o0 =�� Q Cr- � LLJ �o U��co co W LL - �z � CL c- o coU Z ' co L sC'o LLii� S CZ LLI � 8-- =�� Q Q F- o Ci U��co co o c � f LL f1F N CL EI cy-) m L0 m L O IIn > LLI LLI F-- ::D (D C) co DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DINIENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO N111 HOMES FOR CLARIFICATION! 4A >r Bol M/I ORLANDO LEXINGTON Service Calculation With Heat Pump Date: 311312013 Service Calculation With Heat Pump PRINCETON Date: 311312013 1 Total Heat Load @ 5 KW @100% 5 KW 1 Total Heat Load @ 5 KW @100% 5 KW 1 Total A/C Load @ 2.5 Ton 4.8 KW 1 Total A1C Load @ 2 Ton 3.84 KW 0 Total Heat Load @ 10 KW @100% 0 KW 0 Total Heat Load @ 10 KW @100% 0 KW 0 Total A1C Load @ 5 Ton 0 KW 0 Total AJC Load @ 5 Ton 0 KW Larger of above listed loads 5000 Larger of above listed loads 5000 (Total Heat & A/C } 9800 (Total Heat & AIC ) 8840 Remainder of other loads as of 220-30-4B (Total Heat & A/C } 0 Remainder of other loads as of 220-30-4B (Total Heat & A1C ) 0 (Capter 9, exa; nple c) Total 9800 (Capter 9, example c) Total 8840 ( @65% ` 6370 ( @65% 574-,-, Item Demand Item Demand Each Total Each Total 1780 Sq.Ft. living space 3 5340 1635 Sq.Ft. living space 3 4905 2 Small appl. circuit 1500 3000 2 Small appl. circuit 1500 3000 1 Laundry circuit 1500 1500 1 Laundry circuit 1500 1500 0 Freezer 1500 0 0 Freezer 1500 0 1 Dishwasher 1500 1500 1 Dishwasher 1500 1500 1 Disposal 1500 1500 1 Disposal 1500 1500 1 Water Heater 4500 4500 1 ',Vater Heater 4500 4500 1 Dryer 5000 5 000 1 Dry. er 5000 5000 0 Oven 5000 0 0 C,,ien 5000 0 0 Jenn-aire 5000 0 0 Jenn-aire 5000 0 1 Range 8000 8000 1 Range 8000 8000 0 Pool circuit 15000 0 0 Pool circuit 15000 0 0 Whirlpool 2000 0 0 111Vhirlpool 2000 0 0 Well 2000 0 0 "Vell 2000 0 Sub Total 30340 Sub Total 1 st 10 kw @ 100% 10000 10000 1 st 10 kw @ 100% Remainder @ 40% 20340 8136 Remainder @ 40% 29905 10000 10000 19905 7962 Total Calculated Demand 24506 1 Total Calculated Demand 23708 Total Service Size 102 amp Total Service Size 99 amp (As recommended by National Electric Code) (A%s recommended by National Electric Code) 10% Safty Factor 10 amp 10°'o Safty Factor 10 amp (Recommended by ANC Electric) .;Recommended by ANC Electric) Minimum Service Size 112 amp Minimum Service Size 109 amp (Recommended by ANC Electric) (Recommended by ANC Electric) UNIT IIB" VTR VIR } 1 LAV SEI La'r'2 17. r", �v ViR t° Lav t' WM TUB VTR TUB 2' '" I LAV LAV �r TUB t' 2" we �" WC 2' 3' VFR2" K. 2" — TUB 2' 3 1 ' 3' "Y' R i LAV KS F L.'ti+ 3" 3" LAV 2. WC 1h h,S g T T X.3' 'LAV t" 2' S LAV WC ills 3, 3" �> 3' 2 LEXINGTON SARATOGA PRINCETON PDF —e ;'d wh pcf.-=G ' ;ria veryon w:1..F-:fih,etr.�y cu-, PLUMBING RISER DIAMGRAM Plan Scale: NTS PLUMBING 8 UNDERGROUND PLAN INDICATES MIN. 2 -HR. FIRE SEPARATION WALL BTWN. UNITS. NO ELECTRICAL, PLUMBING, MECHANICAL, OR OTHER BLDG. SERVICE SHALL BE WITHIN OR PENETRATE THE SEPARATION WALL REFER TO SEPARATION WALL DETAIL(s) FOR ADDITIONAL INFORMATION. LATEST REVISION DATE TO MASTER: 07-01-12 co 2E n >z 0 o w w —� co CJ-) �w O �9 w O < Q LLJ LLJ _ 0 W U ccOo z w �cr)w o Q wCD = ti U�C7>-4- C\1 � ""'cl� i o LL- F/5 c\1 Ll - [if m d a r: --i W 1— ::D 0 C/) 1 C0 DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DINIENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO MSI HOMES FOR CLARIFICATION! � ll R 9of1 4 %1,`I ORLANDO n" %.1 y1 1 .► UIVI I ED UINI 1 1 vlmi I h LINTEL NOTES: 1. REFER TO PLAN(S) FOR BOTTOM OF LINTEL HEIGHTS. 2. CONCRETE IN LINTEL SECTIONS SHALL BE 3000 PSI @ 28 DAYS 3. REBAR STEEL SHALL BE MIN. GRADE 40 DEFORMED. 4. LINTELS MANUFACTURED BY QUALITY PRECAST ARE ACCEPTABLE PER FL. PRODUCT APPROVAL. 5. ADD'L CONC. FILL W/ 1-#5 BAR IN "U' LINTELS IS ACCEPTABLE BUT NOT REQUIRED FOR LINTEL SECTIONS #2 AND #2R. LINTEL SECTIONS: 8"H. PRECAST "U" LINTEL UfON TOP COURSE FILL W/ CONC. 1-15 (MIN. 6-1/2° BRG. ON ENDS)co 8"1. RECESSED PRECAST- - J 1 "U" LINTEL -UNFILLED W/ 1-j5t/,;g (MIN. 6-1/2° BRG. ON ENDS) 1R 87H. KNOCKOUT CMU TOP COURSE RLL W/ CONC. & 1-#5 FELT PAPER OR SCREEN co 0 UNFILLED CMU COURSE(S) 8"H. PRECAST 'U" LINTEL - UNFILLED (MIN. 4' BRG.ON ENDS) 8'H. RECESSED PRECAST "U' LINTEL -UNFILLED D2R 0 (MIN. 4" BRG. ON ENDS) 8»H. KNOCKOUT CMU TOP -- COURSE FILL W/ CONC. & 1-J5 - 8"H. PRECAST OR PRESTRESSED "U° LINTEL -FILL W/ CONC. & 1-#5 +'. (MIN. 6-1/2° BRG. ON ENDS) 8"H. RECESSED PRECAST "U" LINTEL -FILL W/ CONC. & 1-#5 3 (MIN. 6-1/2° BRG. ON ENDS) �R *.:. 8"H. KNOCKOUT CMU TOP -d, COURSE FILL W/ CONC. & 1-J5 - o CMU W/ CoNa RLL o 0 8'H. PRECAST OR PRESTRESSED 'U" LINTEL -FILL W/ CONC. & 1-15 4.(MIN. 6-1/2� BRG. ON ENDS) 8'H. RECESSED PRECAST "U" LINTEL -FILL W/ CONC. & 1-#5 4 } (MIN. 6-1/2° BRG. ON ENDS) D4R 8'H, KNOCKOUT CNU TOP COURSE FILL W/ 3000 PSI CONC. & 1-#5 #ACS1180' HOOK' 16" O.C. 8°H. PRECAST OR PRESTRESSED °U" LINTEL -FILL W/ 3000 PSI CONC. & 1-#5 O(MIN. 6-1/2" BRG. ON ENDS) 5 4"H. CMU FILL WI CONC. - NO m COLD JOINT � l}..' 8'1-I. PRECAST "U° LINTEL �}— is "IN TOP COURSE FILL `fl�uJ� �i. W;' CONC. 2 -#5 � lU: (MIN. 6-11'2' BRG.CqN ENDS) � �O CDco J F' STIRRUPS W/ ACI 18O' 60 HO01i @ 12" O.C. 1st STY. MASONRY PLAN LATEST REVISION DATE TO MASTER: 07-01-12 U) iz O Lu w ® c) cf) w O m W m ~ � z U00 co z �}— w� cLi� `fl�uJ� Woo � w� U Lu rn � � �O CDco J w pLL- ��cvLi- Lu 0 � Q 770 � o W W oo 00 Lf7 U00 co z �}— w� cLi� `fl�uJ� Q = U Lu rn � CDco J O Q ��cvLi- Lu 0 � Q W DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/1 HOMES FOR CLARIFICATION! M/I ORLANDO W oo 00 Lf7 `1 Lu LLJ Lij 7� L w W J U) DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/1 HOMES FOR CLARIFICATION! M/I ORLANDO oi'—n" V1 r1 1 r-% UINI 1 Q UINI 1 © vl14i 1 n LINTEL NOTES: 1. REFER TO PLAN(S) FOR BOTTOM OF LINTEL HEIGHTS. 2. CONCRETE IN LINTEL SECTIONS SHALL BE 3000 PSI 0 28 DAYS 3. REBAR STEEL SHALL BE MIN. GRADE 40 DEFORMED. 4. LINTELS MANUFACTURED BY QUALITY PRECAST ARE ACCEPTABLE PER FL. PRODUCT APPROVAL. 5. ADD'L CONC. FILL W/ 1-#5 BAR IN °U° LINTELS IS ACCEPTABLE BUT NOT REQUIRED FOR LINTEL SECTIONS #2 AND #2R. LINTEL SECTIONS: 2nd STY. MASONRY PLAN LATEST REVISION DATE TO MASTER. - 07 -01-12 o— O U W _U w cn cn Li O EM 8'H. PRECAST "U' LINTEL ON TOP COURSE FILL W/ CONC. 1-#5 (MIN. 6-1/2° BRG. ON ENDS) co 8°1-1. RECESSED PRECAST ---J °U" LINTEL -UNFILLED W/ 1-#5 1 (MIN. 6-1/2° BRG. ON ENDco S) 1 R O co 8"H. KNOCKOUT CMU TOP �l z � COURSE FILL W1 CONC. & 1-#5 "��' s= ~ Lc � U ,Lo FELT PAPER OR SCREEN t6 L1.J U coow� �-- 0 cn o= Q w z ti UNFILLED DMU COURSES) 8"H. PREC?QST °U" LINTEL- UNFILLED N (MIN. 4° BRG.ON E7,10 S) �'' LL_ LL_ 8"H. RECESSED PRECAST L ----J —, "U° LINTEL -UNFILLED � m 0 (MIN. 4" PRG. ON ENDS, 8'H. KNOCKOUT C1iU TOP COURSE FILL W/ CONC. & I-, 8"H. PRECAST OR PRESTRESSEDLo Lo "U' LINTEL -FILL W;' COIF. & 1- co (MIN. 6 -tit° BRG. ON 5NDS1 L 8'H. RECESSED PRC}ST "U" LINTEL -FILL 'W/ CCnNC. & 1-j5 0 (MIN. 6-'I;%2' DRG. ON ENDS) IL�lIJI s,. 8'H. KNOCKOUT CMU TOP COURSE FILL W;' CON,. & 1-p 1 Y�1 O CMU COURSE(s) FILL COPJC:� 1 co o N I 8"H. PRECAST OR PRESTRESSED Lij 'U" LINTEL -FILL W{' CON,. & 1-Z..;; (MIN. 6-1;/2° BRG. ON ENDS) 8°H. RECESSED PREC:"ST L ----- °U' LINTEL -FILL W;' CCINC. & 1-#5 4 (MIN. 6-'1i2" BRG. ON ENDSi �1 m ~ � z COURSE FILL W, SOON PSI CONO. & 1-#5 #3 STIRRUPS W/ W o0 �w� ACI 180' HOOK o � �O w pLL- i . S'H. PRECAST OR PRESTRESSED z � O 5 (MIN. 6-1i2' BRG. ON IDS) 4"H. CMU FILL W/ CONC. - NO 8'H. PRECAST "U' LINTEL ON TOP COURSE FILL W/ CONC. 1-#5 (MIN. 6-1/2° BRG. ON ENDS) co 8°1-1. RECESSED PRECAST ---J °U" LINTEL -UNFILLED W/ 1-#5 1 (MIN. 6-1/2° BRG. ON ENDco S) 1 R O co 8"H. KNOCKOUT CMU TOP �l z � COURSE FILL W1 CONC. & 1-#5 "��' s= ~ Lc � U ,Lo FELT PAPER OR SCREEN t6 L1.J U coow� �-- 0 cn o= Q w z ti UNFILLED DMU COURSES) 8"H. PREC?QST °U" LINTEL- UNFILLED N (MIN. 4° BRG.ON E7,10 S) �'' LL_ LL_ 8"H. RECESSED PRECAST L ----J —, "U° LINTEL -UNFILLED � m 0 (MIN. 4" PRG. ON ENDS, 8'H. KNOCKOUT C1iU TOP COURSE FILL W/ CONC. & I-, 8"H. PRECAST OR PRESTRESSEDLo Lo "U' LINTEL -FILL W;' COIF. & 1- co (MIN. 6 -tit° BRG. ON 5NDS1 L 8'H. RECESSED PRC}ST "U" LINTEL -FILL 'W/ CCnNC. & 1-j5 0 (MIN. 6-'I;%2' DRG. ON ENDS) IL�lIJI s,. 8'H. KNOCKOUT CMU TOP COURSE FILL W;' CON,. & 1-p 1 Y�1 O CMU COURSE(s) FILL COPJC:� 1 co o N I 8"H. PRECAST OR PRESTRESSED Lij 'U" LINTEL -FILL W{' CON,. & 1-Z..;; (MIN. 6-1;/2° BRG. ON ENDS) 8°H. RECESSED PREC:"ST L ----- °U' LINTEL -FILL W;' CCINC. & 1-#5 4 (MIN. 6-'1i2" BRG. ON ENDSi �1 DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/1 HOMES FOR CLARIFICATION! M.'I ORLANDO 5H. KNOCXOUT CMU TOP COURSE FILL W, SOON PSI CONO. & 1-#5 #3 STIRRUPS W/ N ACI 180' HOOK o 0 16' O.C. i . S'H. PRECAST OR PRESTRESSED 'U' LINTEL -RLL NI/ 3000 PSI CHIC. & 1-0 5 (MIN. 6-1i2' BRG. ON IDS) 4"H. CMU FILL W/ CONC. - NO COLD JOINT }' 51-1. PRECAST "U' LINTEL ON TOP COURSE FILL 44,' CONC. 2 -#5 (MIN. 5-1;'2' BRG. ON ENDS) STIRRUPS W/ ACI ISD' OHOCK @ 12" O.C. DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/1 HOMES FOR CLARIFICATION! M.'I ORLANDO PRE-ENGINEERED ROOF TRUSS OR CONY. FRAMED RAFTER SIMPSON "HETA20" STRAP AT EA. TRUSS - NAILS PER SCHEDULE IHETA20" STRAP NAILING SCHEDULE UPLIFT OF NAILS VALUE REQUIRED 1810 9)11)d x 1-112" 1200 6 10d x 1-1/2° 800 4)]Od x 1-1/2" CMU WALL TYPICAL TRUSS TO 1 BLOCK WALL CONNECTION2 12 * UNLESS OTHERWISE NOTED ON THE PLAN 1 2 UPLIFT LOAD REQUIREMENTS OBTAINED FROM SEALED ENGINEERING DRAWINGS FROM TRUSS MANUF. 20 X -BRACING AT 20 BOX FRAME AT 48" O.C. MAX. W/ OSB FLOOR TRUSSES 48" O.C. MAX. INOR SHEATHING EA. SIDE (CONNECT TO 2x4 W/ AT 24" O.C. MAX. 2x4 CONT. RIM BOARD 16" DP. FLOOR FIRST (2) TRUSS BAYS - 8d NAILS AT 6" O.C.) AT FIRST (2) TRUSS AT TOP & BOT. CHORD TRUSSES PER PLAN CONNECTEA. END BAYS -CONNECT EA. CORNER W/ {2)1 04 CONNECT TO EA. FLR. W/ (2)104 TOENAILS TOENAILS TRUSS W/ (4)164 NAILS 16" DP. GABLE END FLR. TRUSS OR �� SETBACK FACE OF 16" DP. LAM. BEAM PER PLAN RIM BOARD 1L2" FROM SETBACK FACE OF RIM CMU WALL FACE OF BBLOCK BOARD 1 2" FROM FACE OF BLOCK 2° MIN. W4 SIATSEA. FLOOON R TRUSS ANCHORCONC. BLOCK WALL ALTERNATE TO STRAP FROM FILL ALL NAIL HOLES PROVIDE{A�SON PROVIDEOSOL D ANCHOR AT BRACING BTWN. FACE OF BLK. WALL 4" DIMENSION TO STRAP VERT. BLKG. BTWN. TRUSS TOP & BOT. FROM FACE OF SILK. WALL CHORDS FOR NAILING FILL ALL NAIL FLR, TRUSSES TYPICAL FLR. TRUSS /BEAD HOLES PERPENDICULAR TO CMU WALL 3 PERIMETER WALL DETAIL 4 UPLIFT STRAP CONNECTION12 TRUSSES PARRALLELTOWALL 12 * UNLESS OTHERWISE NOTED ON THE PLAN 2 or 3 PLY 16° DP. FLAT GIRDER TRUSS 2 PLY—SIMPSON LGUM28-2 HANGER W/ (6) SDS— 1/4"x? 1/2" SCREWS TO 11RUSS (2435# MAX UPLIFT) 3 PLY—SIMPSON LGUM28-3 HANGER W/ (6) SDS— 1 iu°x^ 1/2" SCRLV6 TO TRUSS (3575 A# MAX UPLIFT) - FLAT GIRDER TRUSS TO CMU WALL HANGER CONNECTION --CONC. BLOCK WALL CONNECT HANGER TO Cli,IU WALL Wl! 1/4";2-i.i'2" SIMPSON "TITEN CMU SEPARATION WALL BTWN. UNITS SIMPSON °LSTA12" OR QUICK—TIE "LS12" FLAT STRAP CONNECTING EA. 2ND STY. STUD TO TOP PLATE CENTER STRAP ON BOT. OF TOP PLATE 1 WDW. OPENING PER PLAN DBL. STRAP AT EA. SIDE OF OPNG. GABLE END FLR. TRUSS OR LAM. BEAM PER PLAN PARRALLEL TO WALL — SETBACK FACE OF TRUSS OR BEAM 12" FROM FACE OF BL CK CMU WALL SIMPSON "HETA20" ANCHOR 4" DIMENSION TO AT 24 O.C. MAX. — PROVIDE STRAP FROM FACE SQLIDz BOT RCHORDS FOR NAILITRUSS TOP OF ELK. WALL FILL ALL NAIL HOLES TYPICAL FLR. TRUSS / BEAD PARALLEL TO CMU MALL UPLIFT STRAP CONNECTION CONNECTOR VARIES -SEE GIRDER TRUSS OR LUL PLAN FOP, BEAM PER PLAN INFORMATION /EPDXY IMPSON "HTT16" W/ SIMPSON "LSTA12" OR QUICK -AE "LS12" FLAT STRAP/8" THREADED ROD CONNECTING EA. 2ND STY. STUD TO GIRDER TRUSS ORO BILK. WALL -SET IN BEAM. CENTER STRAP ON DOT. OF TRUSS OR BEAM FILLED HOLE W/ 5" MIN. EMBED FILL ALL NAIL HOLES $ 2ND STY FRAME WALL TO GIRDER 12 OR BEAM STRAP CONNECTION * UNLESS OTHERWISE NOTED ON THE PLAN 16" DP. FLOOR TRUSSES W/ MID SPAN BRG.-FILL ALL NAIL HOLES CONC.-SIMPSON "HETA20" BLK. AT EA. FLR. TRUSS - WALL FILL ALL NAIL HOLES 5 FLR, TRUSS TO CMU WALL 12 STRAP CONNECTION MID SPAN BEARING CONDITION 3 PLY IE FLAT GIRDER 1 SIMPSON "LGT3—SDS2.5" (21)164 SINKERS TO COLUMN (12) SDS 1/4°::2 1, SCREWS TO GIRD 3.5°x C SIMPSON "19716" HOLDDO'WN W 5/8" THREADED ROD TO LAB -SET IN EPDXY FILLED HOLE W/ 5" MIN. EMBED FILL ,ALL NAIL HOLES LVL BEAM OR GIRDER TRUSS PER PLAN CONC. BLOCK WALL SIMPSON °HTT16" HOLDDOWN W� 5�8" THREADED ROD TO B K. ALL -SET IN EPDXY FILLED HOLE W/ 5" MIN. EMBED FILL ALL NAIL HOLES BEAM/GIRDER TRUSS TO CMU WALL ~STRAP CONNECTION 16" DP. FLAT GIRDER TRUSS OR 16° DP. FLOOR TRUSS PROVIDE WD. SHI„1S AS REQ'D. TO FILL CAP BT4'^N. HANGER AND TRUSS SIMPSON "HU46" HANGER W/ (6) 16d NAILS TO TRUSS -CONC. BLOC ' 'ALL COid lECT HANGER, TO CMU '.'BALL V: X12) 1;'4 x2 J,'u' JIt{, SOtN TITEIN S',E''45 i3" DP. FLA T G I R D E R TRUSS OR 16" DP. FLOOR TRUSS PROb1DE 4'ID. SHIMS AS / REO`0. TO FILL GAP B TIWrl. � HANGER AND TRUSS] SEMPSON H06 OR H1.126-2 HANGER W./ (6) 10d NAILS TO TRUSS GIRDER TRUSS TO 10 TRUSS TO CMU WALL El COLUMN TO SLAB CONNECTION 12 HANGER CONNECTION_ 12 DDNC. BLOCK WALL �.ONNECT HANGER TO C41U ViALL '+;` i1`') 1:`4<:, 3/4" SIMPSOiN IILI`dh SCRIEios TRUSS TO CMU MALL HANGER CONNECTION 1st STY. FRAMING PLAN FFAt;i JG PLlN NOTES: I. I'LFii1ANEINI OR TEM."OPARY BRAOINC OF TRUSSES P ER HIB91. Ai1Y ',DDITIOhIAI TRUSS BRACING, REQUIRED WILL BE DETERMINED BY TRUSS ENGINEER CIN SIGNED AiND SEALED TRUSS DIAGRAMS. 2 r'LL TRUSS TO TRUSS CONNECTORS TO BE SUPPLIED BY TRUSS M "�,INLIFACTURER. 3. INDICA., I ES �'2 S','P OR BETTER 2x4 BLKG. AT 48° O.C. BTµIN. TRUSS BOT. CHORDS (2,'-15d COMIMONS TOE -NAILED EA. SIDE. (71P. AT IST (4) TRUSS BA'iS AT ALL GABLE 5'.11S UNLESS OTHERWISE SHOWi1 GN THE PLAN) 4. ALL OVSRHA!`TS TO BE 12" UNLESS OTHER','r'ISE NOTED R -I FRAiMNG PLAN IDR ELEVATIONS. 5. PRO'lJDE 'MIN. (2)-10d TOE -NAILED COWMONS AT E.A. TRUSS 3E,4ti111ING BOTTOM CHORD TO TOP PLATE AT ALL FRAME BRIG. lt'ALLS. I,s,-,DCS 150 LBS UPLIFT CAPACITY TO STRAP C'APACITL) 6. ALL INTERIOR FRAME BEARING WALLS SUPPORT GRA'.+IIT' LO,IOS ONLY (.NO UPLIFT CONNECTORS REO`D, ) 7. FLOOR TRUSS TOP 'WORD BEARING CONDMON ON 13" DP, GIRDER TRUSS OR BEAki, S. iST STI'. OR 2IND STY. PLUiMBING WALL, TOILET, OR FLOOR FI 711 NC 3. 9. FROVIDE AC DUCT RUN THRLI FLOOR TRUSSES - ilWA I�MIEE OPENING AT CEPdTER �OIF SPAN IO,PRObIDE 2ti12 LEDGER (EOTTDM AT TRUSS BRG. HIT.i 4R':' (10) 10d N dl_S AT EA. 'VERT. STUD. I 1. PRO'ODE 2x4 LEDGER AS REIO'D. FOR rZ00R DECK N `,ILh'dG. 12.ALL GIRDERS SINGLE PLY. FOR CL.ARITY - SEE TRUSS ENGINEERING FOR REQUIRED NU�,IBER OF PLIES. DESIGIN LO.=0S: ASPHALT SHINGLE ROOF LOADS: LPY'E - 20 PSF. DEAD - i" FSF. (T.C. - .7 PSF.' {B.. - JO PSF. i CEMENT TILE ROOF LOADS: L(VE - 20 PSF. DEAD - 25 PSF. (T.C. - 15 PSF.), (B.C. - 10 PSF.) DESIGN DATA - '6IND LOADS: • ULTIMATE DESIGN 'NAD SPEEEID (Volt) = 140 MPH • NIDMINAL DESIGN 'WIND SPEEED I''Vti3d) 108 MPH • RISK CATEGORY = II • 4INC EXPOSURE = C • ENCLOSURE CLASSIFICATION = ENCLOSED • INTERNAL PRESSURE COEFFICIENTS = +/- 0.18 • COMPONENTS & CLADDING PRESSURES = REFER TO TABLE SHEET D-1 FLOOR LOADS: LIVE - 40 PSF. DEAD - 15 PSF (T,C. - 10 PSF.), (B.C. 5 PSF.) 1. NOTE: TRUSSES SHALL CARRY ADDITIONAL 10 PSF NON -CONCURRENT BOTTOM CHORD LIVE LOAD. 2. TRUSS DESIGN TO INCLUDE 20PSF LIVE LOADS FOR ATTICS WITH LIMITED STORAGE NND PROVIDE NOTATION ON PROFILES REQUIRING ADDITIONAL LIVE LOAD LATEST REVISION DATE TO (MASTER: 07-01-12 MA W, o m ~ Z F- cb LLI � z AL1 1 ILL`-�JL.JII r r- C/) � Qw=rte rn� (� W O� j CO r I LL CSI LL -� W o m 21f F w p" z F— Q) w W, o CO U 00 Z F- cb LLI CO Co t 0 AL1 1 ILL`-�JL.JII r r- C/) � Qw=rte rn� (� C-jCO �Zoch ® < j CO r I LL CSI LL -� W o m F W, DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS DNLY, ANY DISCREPENCIES TO BE REPORTED TO %,If1 HOMES FOP, CLARIFICATUI! R >I 12014 M/1 ORLANDO � M CO Co t 0 � LLJ _ < F 0 O F— Q) w 2-7 Lu 0c/) J S2 DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS DNLY, ANY DISCREPENCIES TO BE REPORTED TO %,If1 HOMES FOP, CLARIFICATUI! R >I 12014 M/1 ORLANDO Design No, U0 grafi nc, Afzll Rab n — 2 ILA W fat; r— 2 H fir' � --�= - ��„'- ,rte.,- -�. r F<==•� , 71�Y 5 i�'$..�.g-�.,.---_ 3 '� -*�' �,.m..�i.� i �-.i.,” � �a�` ''.�� s ��� �-i 9� � � 'i� } v.�. r as '6..•� ft Y- ' � � ' ���t Stl � � r � ct•. �� Y. p* r :Cr`� ;iiP i n Q, .� -cn � ji • � � ary � .P ,� � � j -L S� !.� � � S � $ - a r 81c s t d i bid, uIf 7�z1-1= �i rl � m nut s t i El L-'1 )'' and of I c i e an 3- .F� . " i `��;� 11 � �-� �* c, ` . =r r7 k n � 1 � and -tvt n tib- o_c_�n�t L y Aw .rl nt Stucco or Gyp�—_ :ffiL� O � (cuo i"1mu- _ e ci p it a the a_��� � � 1 �' £�7 � A : � � ' eve � � � a f km 9i r`�,�' w 'Idd e e ;I d's iW 12-f s -ii � � — OIL core spa . q are filled Atli im'se r a4pandec sgw =Tided clavi' mzIt-E R-011.aVyer re z.� Fri 11.4, X sitio-orm, ttiested pxfte *Is ie fill L i s uta -dc �I add h tc, -t rst>ifir ticm. ft 5i iT-L, tMock max, Ce_Lmtex Cod' . we Tzh m zx T411c, '1-tJL ni Mark€ - FORM & POUR RAKED TIE BE -A,{ -(1)#5 BAR COINT.Wj' 2° CLEAR410E TYP. SPRING POINT FOR 5:12 SLOPE RAKE TIE BEAM C FORMED & POURED 04EPHANIS I I 0 0 I cc SIDE TO SIDE 5:12 SLOPE TO TOP OF RAKE TIE BEAM 11'-1 15/32" L 5 � as a< e' '— SEE PLANS FOR LOCATION OF 12 4 a n l GERIICAL P,EINFORGED BLOCK; CELLS - eI FILL 'SOLID 'N ' COWL. & 1#5 BAR CONT. FROfii FTG. TO TOP OF RAKE 1E BE.kM n a_ r _Z1 —1 L L1 LL LL LL /1 /_Z7 L! L1 Ld / 1N INDICATES DOUBLE 8x&16 CONC. KNOCKOUT BLOCK COURSE BOND BEk14 - FILL SOLID W/' CONC. & 24` BAPS COINT, TOP OF SLAB +0'-0" {REF. ELEV. In L e a 5 a s INDICATES FORMED AND POURED RAKE TIE -BEAM MIN. 8' OP. W' 1,? BAR CONT. I d\ IINDICATE'S SINGLE 8x8216 CONC, KNOCKOUT BLOCK COURSE BOND BEAM - FILL SOLID W;/ aXIC. & 1#6 BAR CONT. SEE PLAINS FOR LOCATION OF VERTICAL REINFORCED BLOCK CELLS - FILL SOLID W/ CONC. & 1#5 BAR CONT, FROM FTG. TO TOP OF RAKE TIE BE..AM INDICATES DOUBLE 8x8xI6 CONC. KNOCKOUT BLOCK COURSE BOND BEAM - FILL SOLID W,' COAX. & 2#5 BARS CONT. SEE PLAINS FOR LOCATION OF VERTICAL REINFORCED BLOCK CELLS - FILL SOLID 4V;' CONC. & 1p BAR CONT. FROM FTG. TO TOP OF RAKE TIE SEAM TOP OF SLAB +0'-0° PREF. ELEV. SEPARATION WALL ELEVATION STVVN, UNITS "B" & 'A' FROM LEFT &IDE � � Q STEP BLOCK WALL AS REQUIRED TO MAINTAIN I`+iIIN. 8" DEPTH FOR d RAKE TIE BEA1,1 n a 1 ^ } A ,� G d.4 ��. 7 341' LONG '5 BAR - � Ii�IDICATES F OR'rIED AND POURED ! 2' CLEARANCE FROM 80T. OF RAKE TlE-BEAhd hilPl. S" DP. IhDL ATES FOP,,IEL ;AND POURED f OVERHANG �4 R?tiKE TIE-BE,'AhI ,GAIN. 8" DP. W; 1 f5 BAR CONT. 0 ,, , 4r!' i#5 BrtiP, CONT. ° ; 10 1;'2 e . C� �` 7r --BEND BAR ENDS a I „`. TO TIE TOGETHER aSEE PLANS FOR LOCh110J OF dICAL REINFORCED BLOCK CELLS -SFPIN POIPT 1L a a a 6. FILL SOLID W;' CONC. AR CONT. i 2 FOR 5:12 SLOPE 5 _ a . 1 1#5 P' RAKE TIE BEAM ROM FIG. TO TOP OF RAKE TIE BEAP,I 5 -lin n. e I _Ilk TT//%/J T//T/�/]/' J/% 2 /2. L_L LL /�.L /1 //!G a a I I ' SAWCUT OUT BLOCK , JL IINDICATES SINGLE 8x8x16 COINO. KNOCKOUT BLOCK. COURSE I n � END CELL FACE TO FORMED -°: POURED � ^ INCREASE POUR DEPTH 9',AERHAil G BOI`•1D BEAM - FILL SOLID W',/ CONC. & i BAR CONT. AT CENTER OF WALL I AT OVERHANGS I I I o ro a' co 1 8x8x16 CONC. KNOCKOUT BLK. COURSE BOND BEAM FILL SOLID W/ CONC. & ('I)Z BAR CONT. VERTICAL REINFORCED BLOCK CELL - FILL SOLID W/ CONC. & (1)#5 BAR CONT. FROM FTG. TO TOP OF RAKE TIE BEAM $ RAKE TIE BEAM DETAIL Sx8x16 BLOCK 'NALL PER PLAN INDICATES DOUBLE 8x8x16 CONC. KNOCKOUT BLOCK COURSE BOND BEAM - FILL SOLID W/ CONC. & 2#5 BARS CONT. TOP OF SLAB +0'-0" {REF. ELEV. INDICATES DOUBLE 8x8x16 CONC. KNOCKOUT BLOCK COURSE BOND BEAM - FILL SOLID W/ CONC. & 2#5 BARS CONT. TOP OF SLAB +0'-0tl {REF. ELEV. (`2�, SEPARATION WALL ELEVATION BTWN. UNITS "B" & "B" FROM LEFT SIDE co cc - 3' -1" 1'-01 SINGLE 8x8xi6 CONC, KNOCKOUT BLOCK COURSE BOND BEAM - FILL SOLID co -= I �j W,/ CONC. & 1j5 BAR CONT. SPRING POINT FOR 5:12 SLOPE L_Or III` RAKE TIE BE,4M 1 0 co FORMED & POURED OVELPHAING SPRING POINT FOR 5:12 SLOPE RAKE TIE BEAM FORMED & POURED OVERHANG LATEST REVISION DATE TO MASTER: 07-01-12 W� VJ � a c-) coco Lr) \A Lu _ 010-00 Lu CD ' ® _0 rn > 1111— (1) Z iu 0 C!) __I C!) DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/ HOMES FOR CLARIFICATION! r 0 1 4c)1 4 M/I ORLANDO R u oCO F z U C? Z SO L I-- U C W Ln coLO w Q cu Lu n, CJS (D c) [if � Lu ::�iO ¢ J Z CD chi .O N LL -n— z Lu CCl Q W� VJ � a c-) coco Lr) \A Lu _ 010-00 Lu CD ' ® _0 rn > 1111— (1) Z iu 0 C!) __I C!) DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/ HOMES FOR CLARIFICATION! r 0 1 4c)1 4 M/I ORLANDO R u oCO U C? Z SO L I-- U C W Ln coLO w Q cu Lu n, � c co _ ¢ J Z CD chi .O N LL -n— Lu CCl Q W� VJ � a c-) coco Lr) \A Lu _ 010-00 Lu CD ' ® _0 rn > 1111— (1) Z iu 0 C!) __I C!) DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/ HOMES FOR CLARIFICATION! r 0 1 4c)1 4 M/I ORLANDO R u TRANSOM WDW. - - - - DSL. SINGLE HUNG WDW.\ OR DOOR 7'-0" MAX. MASONRY OPENING WIDTH ROOF TRUSS OR 2x4 BLKG. CONK, AT 24" O.C. BT4 TRUSSES BLK. WALL 2x4 CONT. W/ (2) 10d AT EA. TRUSS OR BLKG. 2x4 AT 24" O.C. 2x4 P.T. CONT. W/ 3/16" x 3" MIN. MASONRY SCREWS AT 16" O.C. - O.S.B. SHEATHING W/ 8d AT 6n O.C. (2)104 AT EA. 20 CONNECT HANGER V,1r ' (4)12/4",42 3,'4" MASONRY SCREWS INTO EA. BLOCK JAIIMB AND (4)164 NAILS INTO HEADER j 2x4 ACROSS FRONT (ALIGN FLUSH W/ BLOCK FACE) CONNECT (", (2)10d NAILS AT 12" O.C. � (6" FROM EA. END) 1 EXTERIOR FACE SIMPSON "HUS26-2"HANGER-C7,IE!` HORIZONTAL OR VERTICAL 12)2x6 LAID FLAT -NAIL TOGETHER W/ (2)8d NAILS .1T 6" O.C. BLK. JA,,fB 1 1/2" MIN. EDGE DISTANCE FOR MASONR`,, SCBE'," S INTERIOR FACE HANGER `lAl' HORIZONTAL ORIENTATION WOOD HEADER BTWN. WDVVS. OR WDW,/DOOR 1. MAXIMUM DESIGN PRESSURE 48.6 PSF FOR ANY DOOR OR )i- 0 W. 2. INSTALL 44D4A'. AND DOOR S;.RE'YV ANCHORS INTO HEADER PER WDW. OR DOOR INSTALL°'TION DETAILS. till Q.S.B. SHEATHING W/ 8d AT 6" O.C. 2x4 BLKG. AT 24" O.C. (2) 10d AT EA. 20-r �. 2x6 OR 2x8 j 10d .AT 12" O.C. 2x4P.T. W!' 3x''16" x 3° ,MIN. MASONRY SCREW'S AT 24" O.C. 41' 116 1111� n P.T./ ,. �x-� 4V 1 � _ 1,. AT t, 10J . , T12°Q. L a - � 2x6 OR 2x8 CONT. HARD CASE SPIRAL +,��d�• NAILS AT 24" O.C. BLK. JAhdB I-IEAD JAMB POCKET SGD HEAD/JAMB DETAIL RE POCKET SGD TRACK IS OUTSIDE BLOCK WALL OPNG. LOCATIONS AIHIE 2x4 P.T. - r''TTACHI !I YAP/ 1;'4"x3" 141ASONRY SCREW' 5" MAX,i �1 1/4" MIN. EMBED.) 0 SI1dPSON SP1 / AT 16 y " O.C. .a I'2) 2x4 @ Z o EACH END -► 5r Zn U Y J BLOCK FOR BUILT UP BUCKS U o 2x4 01 C;=1 16"O.C. Cl CN CD S11l,iPSOIN SP1 (I 14" MIN. EMBED.) AT 16" O.C. 0 6° \_20 P.T. -ATTACH 6" MAX. W/ 1 4"x3" TAPCONS MAX. (1 14" MIN. EMBED.) WALL ELEVATION X c0 � - SLOCK OPLNINC al L! Il6,D 1 1,2" MIN. EDGE DIST41)CE FOP, M1L%SOINRY SCREY6 1;2!2x6 HDR. CTT. ON JA•1;0, FURR OUT ,AS ?EO'D. HANGER lhyrl, V ::CAL ORIENTATION ALL SLK. CELLS ABV. LINTEL TO BE CONC. FILLED PRECAST LINTEL PER PLAN ACROSS OPNG., X \ 1 .a OF BLOCK Z DESIGN WIND LOAD PRESSURE (PSF) -EXPOSURE "C" � 1 N FU- o� � C PROVIDE 2x P.T. AGAINST J BLOCK FOR BUILT UP BUCKS ATTACH TO BLK. Lv o� o 1,`4"x3° MA,SONRY 10 15 20 30 40 Cl CN CD 70 80 (I 14" MIN. EMBED.) �CD¢ a NAILS @ 6° OC. (EDGE'(, +16.0 or 25.1 16.0 or 12 O.C. kFIELD) 31.4 2x4 STUDS +25.0 0r -3G.6 @ 16" O.C. �C [.O Q or ±16 D or -_4S +16.0 or 21A +za.Dar-25s THICKNESS - CONNECT W/ or -39.2 ROOF 3 +]6.0 or --33.1 +16.0 or -37.1 +16D or -36.3 -16.00:-355 •F6.0 or -s49 -16.D or -31.3 � Q � +x'16" DIA. TAPCONS. +i6.? or 69,! +16.] or -66.5 +16.0 a: -61.6 +I6.0 or -62.0 -16.6 or -60.1 +16.0 or -53.7 +15.0 or -57.5 -16.D 0; -56.5 TAPCON LENGTH MUST BE �a WALL 4 -29.4 or- 31.3 +23.6 or -31 1 +25.0 ar -3D s -2?.8 or 29 ? a 7 cr 29.2 +26.3 ar +16.0 or -55 ? +16.0 ar -Sd,a +76.0 or 54,2 _1QCD 1Od x 3°L ___F_ 1'V,�LL 5 +29.5 ar 39.3 -23,5 X N Y � + 5.6 or -24.1 or -27.a L_ LO 1/2" DIA. BOLT 6° \_20 P.T. -ATTACH 6" MAX. W/ 1 4"x3" TAPCONS MAX. (1 14" MIN. EMBED.) WALL ELEVATION X c0 � - SLOCK OPLNINC al L! Il6,D 1 1,2" MIN. EDGE DIST41)CE FOP, M1L%SOINRY SCREY6 1;2!2x6 HDR. CTT. ON JA•1;0, FURR OUT ,AS ?EO'D. HANGER lhyrl, V ::CAL ORIENTATION ALL SLK. CELLS ABV. LINTEL TO BE CONC. FILLED PRECAST LINTEL PER PLAN ACROSS OPNG., X \ 1 .a OF BLOCK o \ DESIGN WIND LOAD PRESSURE (PSF) -EXPOSURE "C" � 1 N FU- 12' OC � C PROVIDE 2x P.T. AGAINST 20 P.T. FURRING BLOCK FOR BUILT UP BUCKS ATTACH TO BLK. a 2 THICK OR MORE 1,`4"x3° MA,SONRY 10 15 20 30 40 SCREW,4' 70 80 (I 14" MIN. EMBED.) O.S.B. SHEATHING W/' L9,1 a NAILS @ 6° OC. (EDGE'(, +16.0 or 25.1 16.0 or 12 O.C. kFIELD) 31.4 2x4 STUDS +25.0 0r -3G.6 @ 16" O.C. �C [.O Q or WALL STBK. PER PKT. SGD. MANUF. 2x5 P.T. FROM BOT, OF LINTEL TO TOP OF WALL - CENTER ON OPNG. FASTEN TO BLOCK '',' 1;`2° J-SOLT 44'SO.4't'ASHER co 1.2x6 OR 2x4 P.T. W/ CONC. NAILS AlT 12" O.C. ACROSS TOP OF OPNG. „Tr ..... ........° ..... /4�MIN. ABV. OPNG. V " / EDGE 2x6 P.T. BUCK AT GARAGE DOOR JAMBS DIST. FASTEN TO BLOCK W/ 1/2° DIA. X 6' J -BOLTS OR 5" X6" 'REDHEAD' TYPE EXPANSION BOLTS AT V° O.C. MAX. W 2° S . WAS Q AT EA. SIDE OF OPi G. GARAGE DOOR MASONRY OPENING GARAGE DOOR DETAIL JAMB 1 HEAD DETAIL FRAME WALL AT POCKET SGD BLOCK OPENING LOCATIONS WHERE POCKET SGD TRACK IS BELOW PRECAST LINTEL BLOCK JAMB/HEAD 20 P.T FURRING 1/4'x3' MASONRY SCREW (1-1/4" MIN. EMBED) 10d NAILS @ 6" O.C. 20 P T @ TDP AND SIDES OF 3LK. OPNG. Q U 0 N C BLOK HEADER 2x4 45d DIAGONAL BRACE(S) BUILT LIP PUO. OR MASC0TE BUCK -SCRIBE - 2x4 OR DBL. 1x4 BUCK - CONNECT A. TO BLOCK W,` 3/16"x3" TAPCON (1 4" MIN. EMBEDMENT INTO BLK.) - SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCKS Sd NAILS AT 8" O.C. AT BUCK '16' OSB / 4'-Ot MAX. BACKSIDE TO FIT ARCH- ARCH PANEL (4)lOd NAILS INTO EA. CONNECT W/ 3d NAILS 20 SR?',CE BLKG. INSTALL 't4D4'i. SCP,E441 ANCHOR 2x4 SOLID BLKG. (FULL WIDTH OF WALL) IlNTO ARCH BLKG. PER- BT',1N. OSB ARCH FACES W/ (2)10.1 NAILS Ii INSTALLATION DETAILS THRU OSB INTO EA. 20 SECTION A -A PROVIDE TAPCON PER WOW. INSTALLATION DETAILS OR T✓ -IRU 1 1,'2" TLIIK. OF MORE BUCK WITHIN 8' MIN. OF START OF ARCH-/ FRAME ARCH TOP DETAIL SECTION A- A 1-4 � 3/16"x3" TAPCONS 2x4 45d DIAGONAL BRACE AT EA.( FACE NAILS AT E E2ND d PROVIDE TAPCON WITHIN 4' MIN. OF BRACE -START OF ARCH _ 4' MAX. RAD. BLOCK OPNG. SHOWN FRAME OPNG. SIMILAR (NO BUCK REtQ'D. V41-IEN NO PLYWD. JOINT AT JAMBS) - 2x4 OR DBL, 1x4 BUCK - ��CONNECT E.A. TO BLOCK W/ 3/16"x3° SECTION BLOCK HEADER TAPDOIN (1 1/4' MIN. EMBEDMENT INTO B -B BLK.T PROVIDE 2x4 DIAD. BRACE SOLID BLKG. AT TOP BTWN. 4'-O° 1'-4" BTW%. VERT. BRACES WHEN HT. OF BRACE EXCEEDS 24° ARCH BLKG. &BUCK ',;I.AX. �-PRO'';9DE I'2) MIN.!' TAPCON ATI EA, SIDE 2x4 VERT. BRACE(S) Sd %;+ILS AT 8" O.C. BUCK'- (i) 441T`IIIV s" AT (LICK MIN. DE START OF ARCH BUILT UP PLWD. OR _ 7 r'15" OSB MASONITE BUCK -SCRIBE Af~CFI PANEL START g^ BACKSIDE TO FIT ARCH- EQ. CONNECT W/ 8d NAILS + 2x4 ','ER 'T AT E. FACE OF .ARCFI INSTALL WDW. SCREW ANCHOR W/ i; 7/16" OSS SHEATHING GABLE END OR FL30P TRUSS /8" CEMENT PLASTER dN PAPER BACK LATH AIR INFILTRATION BARRIER (DESIGN STANDARD: TYVEK)--� Z N MID -WALL WEEP SCREED l,",2' MIN. CEMENT PLASTER 8" CMU WALL DETAIL BLOCK I FRAME CONNECTION SCALE: 3" TYVEK OVER 'C' PEEL AND STICK FLAMING AND ;i9NDOW FLANGE cTAPE OVER CUT _ hN TY'A'EK 2ND STY, SHOWER DETAIL N.T.S. P.T. WOOD FURRING OR WOOD FRAME WALL ASSEMBLY I- - - - COATED GLASS MAT WATER-RESISTANT a I II I f I I i I � I r w I I I I I I I j I I I GROUT SOLID AT START B STRIPS HERE EDGE OF WINDOW FLANGE � TOP OF CELL rAPPLY PEEL AND Si1CK rr1,1SHING MEMBRANE IN ORDER STARTING AT BO OM OF WINDOW AND OVERLAPPING .4S INDICATED ' II R00F MORTAR BED AT WALL EDGE W/GALV, METAL LATH . IN WALL A 2ND STY, SHOWER DETAIL N.T.S. P.T. WOOD FURRING OR WOOD FRAME WALL ASSEMBLY I ST STY, SHOWER DETAIL SHOWER DOOR OR SHOWER ENCLOSURE W/FR,4ME SET IN FULL BED OF SILICONE SEALANT - CENTER ON MARBLE SILL & WALL BEYOND IF PROVIDED FLOOR TILE I MARBLE SILL `-MORTAR BED AT WALL W/GALV. METAL LATH SHOWER DRAIN RECEPTOR - TOP OF DRAIN 2" MIN. BELOW F.F. LEVEL 5' INCL. EDGE ROOF O.H. TILE WALL SYSTEM m COATED GLASS MAT WATER-RESISTANT m GYPSUM BACKER BOARD (1/2" DENS -GLASS) w SHOWER DRAIN FOR ILE SHOWER INSTALLATION GROUT SOLID AT WHERE THE USE OF A SHOWER PAN LINER IS TOP OF CELL NOT REQUIRED R00F MORTAR BED AT WALL EDGE W/GALV, METAL LATH . IN WALL TYLE FLOOR SYSTEM � _ N � --DRILLED HOLE TO BE I OF REBARS MORTAR BED MIN. THICKNESS 1-112" 3000 PSI CONC. MIN. SLOPE 1 '4" PER FT. d , I ST STY, SHOWER DETAIL SHOWER DOOR OR SHOWER ENCLOSURE W/FR,4ME SET IN FULL BED OF SILICONE SEALANT - CENTER ON MARBLE SILL & WALL BEYOND IF PROVIDED FLOOR TILE I MARBLE SILL `-MORTAR BED AT WALL W/GALV. METAL LATH SHOWER DRAIN RECEPTOR - TOP OF DRAIN 2" MIN. BELOW F.F. LEVEL 5' INCL. EDGE ROOF O.H. ROOF TRUSSES OR 2x RAFTERS AT 24" O.C.- CONNECT W/ (2)16d MIN. COMMONS 12 TOE -NAILED TO TOP PLATE 6� "SP2" AT EA. STUD TO TOP PLATE AT EXTERIOR WALLS (USE SPH4 AT INTERIOR WALLS) 1 rr ' ! r 2x CONT. STAGGERED `(LVV V v v v v v IV v MID -WALL BLOCKING (WALLS OVER 10' H. --PROVIDE BLKG. AT 4'-0" O.C. MAX.) ' f? 5' INCL. 31"T PPJME TRIM 1;'Z" GYPSUM 8D• R-38 INSULATION ROOF O.H. FASCIA BOARD ON 2x r 2x STUDS AT 16" O.C. SEE ZONE 1 - USE 8d "RINGSHANK" NAILS 12" O.C. (FIELDI 6" O.C. (EDGE} SUBF4SCIA� 2,-0" WALL AND ROOF FRAMING ND 2 'ONE 2 -USE 8d "RINGSH.INK" NAILS6" O.C. (FIELD,:°EPRS ENG'D. CONC, LINTEL FOR SPECIESDGE) ABV. TYP. 6YQW, AND DOOR, OPNG'S. '03 ZONE 3 - USE 8d "RING -SHANK" NAILS 9 4" O.C. (FIELD/ EDGE) SEE PLANS FOR LOCATIONS AND TYPES ROOF NAILf N PTTFRN CONT. ,ALUMINUM 1 VENTED SOFFIT - SPAN F;A NG" 'J 32116. 7/8" CEMENT PLASTER PAPER BACK LATH BUILDING WRAP (TYVEK) WALL SHEATHING PEEL AND STICK MEMBRANE FLASHING ALUMINUM WINDOW/ tV ,' FRAME SET IN CONT, BED OF SEALANT L EXTERIOR WINDOW HEAD SCALE: 2" - 1'-0" ALUMINUM WINDOW FRAME SET IN CONT. BED OF SEALANT PEEL AND STICK MEMBRANE FLASHING BUILDING WRAP (TYVEK) WALL SHEATHING PAPER BACK LATH - 7/8' CEMENT PLASTER- N.T.S. PEEL AND STICK DETAIL EXTERIOR WINDOW SILL SCALE: 2" S' -O" MAX. SPAN W/O 2x8 RIDGE 2x4 VERTICAL BLKG. 2x6 VALLEY RAFTERS NAILS 2x4 COLLAR TIE IN MTS12 NAILS UPPER 3RD OF ROOF HT. STRAP _--------- i 2x4 VERT. AT MTS12 8'-0' Q.C. MAX. (ONLY STRAP AT SPANS > 8'-0" 2x4 BLKG. AT VALLEY RAFTER BRG. BTWN. TRUSSES ROOF TRUSS ROOF TRUSS BELOW RAFTER HAND VALLEY FRMG, DETAIL ALTERNATE VALLEY DETAIL FROM TRUSS ENGINEER MAY BE SUBSTITUTED PROVIDED DETAIL HAS STATE OF FLORIDA LICENSED STRUCTURAL ENGINEER STAMP HURR. STRAP AT EA. TRUSS m SEE ROOF PLAN m Sx&16 CONC. KNCCKOUT BLK. w TOP COURSE -FILL W/ CLIN C. GROUT SOLID AT AND 1-,r5 BAR CONT. TOP OF CELL WOOD TRUSSES @ 24' O.C. R00F W." 2'-0" O.H. OR 2x4x8 SISTER EDGE (SEE ROOD FRAMING PLAN IN WALL FOR LOCATION) NOTES: DRIP EDGE OVER ROOF TRUSSES OR 2x RAFTERS AT 24" O.C.- CONNECT W/ (2)16d MIN. COMMONS 12 TOE -NAILED TO TOP PLATE 6� "SP2" AT EA. STUD TO TOP PLATE AT EXTERIOR WALLS (USE SPH4 AT INTERIOR WALLS) 1 rr ' ! r 2x CONT. STAGGERED `(LVV V v v v v v IV v MID -WALL BLOCKING (WALLS OVER 10' H. --PROVIDE BLKG. AT 4'-0" O.C. MAX.) ' f? 5' INCL. 31"T PPJME TRIM 1;'Z" GYPSUM 8D• R-38 INSULATION ROOF O.H. FASCIA BOARD ON 2x r 2x STUDS AT 16" O.C. SEE ZONE 1 - USE 8d "RINGSHANK" NAILS 12" O.C. (FIELDI 6" O.C. (EDGE} SUBF4SCIA� 2,-0" WALL AND ROOF FRAMING ND 2 'ONE 2 -USE 8d "RINGSH.INK" NAILS6" O.C. (FIELD,:°EPRS ENG'D. CONC, LINTEL FOR SPECIESDGE) ABV. TYP. 6YQW, AND DOOR, OPNG'S. '03 ZONE 3 - USE 8d "RING -SHANK" NAILS 9 4" O.C. (FIELD/ EDGE) SEE PLANS FOR LOCATIONS AND TYPES ROOF NAILf N PTTFRN CONT. ,ALUMINUM 1 VENTED SOFFIT - SPAN F;A NG" 'J 32116. 7/8" CEMENT PLASTER PAPER BACK LATH BUILDING WRAP (TYVEK) WALL SHEATHING PEEL AND STICK MEMBRANE FLASHING ALUMINUM WINDOW/ tV ,' FRAME SET IN CONT, BED OF SEALANT L EXTERIOR WINDOW HEAD SCALE: 2" - 1'-0" ALUMINUM WINDOW FRAME SET IN CONT. BED OF SEALANT PEEL AND STICK MEMBRANE FLASHING BUILDING WRAP (TYVEK) WALL SHEATHING PAPER BACK LATH - 7/8' CEMENT PLASTER- N.T.S. PEEL AND STICK DETAIL EXTERIOR WINDOW SILL SCALE: 2" S' -O" MAX. SPAN W/O 2x8 RIDGE 2x4 VERTICAL BLKG. 2x6 VALLEY RAFTERS NAILS 2x4 COLLAR TIE IN MTS12 NAILS UPPER 3RD OF ROOF HT. STRAP _--------- i 2x4 VERT. AT MTS12 8'-0' Q.C. MAX. (ONLY STRAP AT SPANS > 8'-0" 2x4 BLKG. AT VALLEY RAFTER BRG. BTWN. TRUSSES ROOF TRUSS ROOF TRUSS BELOW RAFTER HAND VALLEY FRMG, DETAIL ALTERNATE VALLEY DETAIL FROM TRUSS ENGINEER MAY BE SUBSTITUTED PROVIDED DETAIL HAS STATE OF FLORIDA LICENSED STRUCTURAL ENGINEER STAMP !� 5.1E,4 i 3.'rvG —�� STT TCUT 70 f7r c #...__ {- L?S};U; t, t TAC,^?Y+� ,,- ^ j 1 , i ,, ;a,2:.• rl i/ I Cfi ES LAT -TRA'. xe�Pu?;:� rnYr`^sj''v"'I SECTIO,iN B -B -- _11tJ --- f �—Ewz- iV4 i YAv: `90-0,V r-'.^� arc STANDAR) END DROPPED TOP CHORD ENf, SECTION A—A SECTION C—C NOTES: ES: I' ACTUAL BRACING REQUIREMENTS WILL VARY DUE TO WIND LOAD, CODE CRITERIA N >_ BUILDING HEIGHT, ..1tH1, TRUSS SPAN, OWED LUMBER GRADE/SPECIEa,'ON CENTER SPACING AND BOTHER VARIABLES. FRAC NG FANG ATTACH IENTy REQUIRi14Ei4TS SHOULD BE DESIGNED FOR LACH SPECIFIC 1108. ?) CONNECTION BETWEEN BOTTOV, CHORD 0= GABLE END TRUSS .kND WAE'—. As WELL AS THE DES,GN AND SP CIFICAT=ON OF TEMPORARY AND PERMA`dENT BRACIN' OF THC ROOF SYSTEM IS THE RESPONSiBlUTY OF iHd BUILDING DESIGN -_R. TYP. GABLE END TRUSS DETAIL N. T. S. ALUMINUM WINDOWJ FRAME SET IN CONT. BED OF SEALANT PEEL AND STICK MEMBRANE FLASHING WALL SHEATHING EXTERIOR WIN SCALE: 2" - 1'-0" X7/8" CEMENT PLASTER PAPER BACK LATH BUILDING WRAP (TYVEK) DOW JAMB DBL. 2x P.T. BLOCKING VERT. REINF. CONC. (2)12d NAILS FILLED CELL W1 1-#5� �--I AT 6 O.C. BAR 1 2" EXP. BOLT AT 24° O.C. VERT. (2 3/4" EMBED.) W1 2 -SQ. WASHER REINF. FILLED TOP _ ��[ BLOCK COURSE I SIMPSON "SP2" AT EA. STUD AT II EXTERIOR WALLS USE SPH4 (AT CONC. BLK. INTERIOR BEARING WALLS) WALL PER TYP, WALL SECTION (I ATTACH EXT. SHEATHING TO STUDS ;' PLATES PER AFRI. P,EIPIF. CONC. STRUCTURAL NOTES FILLED CELL 44'1 1-�5� r'1 T EXT. FRAME ';ALL TO BLOOC 'WALL, PROVIDE 2x P.T. 44' ' 1 '2" EXP. BOLT AT 24" O.C. VERT, 4Y EMBED 44;' 2' SQ. WASHERS PROVIDE 1 1;'2" EDGE DISTANCE FOR BOLTS X N II SIMPSON "SP2° AT EA. STUD AT r EXTERIOR WALLS (USE SPH4 AT INTERIOR, BEARING WALLS) II i cV TOP OF SLAB 8" EXT, FRAME WALL TO BLOCK WALL CONNECTION DETAIL APPLICABLE TO ALL EXTERIOR FRAME WALLS ONLY UNLESS OTHERWISE NOTED ON FLOOR PLAN NOTES: 1. EXTEND ROOF 1'-0" BEYOND WIDTH OF POOL OR SERVICE DOOR, OPENINGS 9 EACH SIDE U.N.D. 2. EXTEND ROOF 2'-0" BEYOND WIDTH OF S.G.D. OPENINGS EACH SIDE U.N.D. DETAIL OF ONE STORY ROOF OVERHANG c, EXTERIOR DOORS N.T.S. PROVIDE SOLID 2x4 BLXG, BTWN, 3�4" DIA. x 6" DP. HOLE m F R f BAR DOWEL SET IN EPDXYY m ADHESIVE w GROUT SOLID AT TOP OF BLK. WALL TOP OF CELL CONC. FILLED REINF. SAWCUT APPROX. SIDE OF GABLE END FLP,. TRUSSES 4"Yr'.x24"H. OPENING II TOP COURSE PER TYP. IN WALL I W'A.LL SEC110N NOTES: I� 25" MIEN, LAP --DRILLED HOLE TO BE I OF REBARS CLEANED PRIOR TO DISPENSING ADHESIVE 3000 PSI CONC. --EPDXY ADHESIVE TO - ,FILLED '.LLL W/ HIGH STRENGTH TYPE #5 REB.,R --REBAR DOWEL MUST BE CLEAN .AND OIL FREEI I ' WALL STRAP SA',YCUT I" 4'. OPNG. IN SAWCUT APPROX.+9 I FROM TOP TO 1"'4'.x24"H. OPENING II BDTTTTOhf FOR FULLL HT. IN WALLREBAR PLACEMENT INTO II CELL -FILL SOLID W/ 25" MIN. LAP OF REBARS �� GROUT T OP OF SLAB ' L z w 3 1' DIA. x 6" DP, HOLE BAR DOWEL SET,IN EPDX f ADHESIVE ADDED REINF, FILLED BLOCK CELL DETAIL !� 5.1E,4 i 3.'rvG —�� STT TCUT 70 f7r c #...__ {- L?S};U; t, t TAC,^?Y+� ,,- ^ j 1 , i ,, ;a,2:.• rl i/ I Cfi ES LAT -TRA'. xe�Pu?;:� rnYr`^sj''v"'I SECTIO,iN B -B -- _11tJ --- f �—Ewz- iV4 i YAv: `90-0,V r-'.^� arc STANDAR) END DROPPED TOP CHORD ENf, SECTION A—A SECTION C—C NOTES: ES: I' ACTUAL BRACING REQUIREMENTS WILL VARY DUE TO WIND LOAD, CODE CRITERIA N >_ BUILDING HEIGHT, ..1tH1, TRUSS SPAN, OWED LUMBER GRADE/SPECIEa,'ON CENTER SPACING AND BOTHER VARIABLES. FRAC NG FANG ATTACH IENTy REQUIRi14Ei4TS SHOULD BE DESIGNED FOR LACH SPECIFIC 1108. ?) CONNECTION BETWEEN BOTTOV, CHORD 0= GABLE END TRUSS .kND WAE'—. As WELL AS THE DES,GN AND SP CIFICAT=ON OF TEMPORARY AND PERMA`dENT BRACIN' OF THC ROOF SYSTEM IS THE RESPONSiBlUTY OF iHd BUILDING DESIGN -_R. TYP. GABLE END TRUSS DETAIL N. T. S. ALUMINUM WINDOWJ FRAME SET IN CONT. BED OF SEALANT PEEL AND STICK MEMBRANE FLASHING WALL SHEATHING EXTERIOR WIN SCALE: 2" - 1'-0" X7/8" CEMENT PLASTER PAPER BACK LATH BUILDING WRAP (TYVEK) DOW JAMB DBL. 2x P.T. BLOCKING VERT. REINF. CONC. (2)12d NAILS FILLED CELL W1 1-#5� �--I AT 6 O.C. BAR 1 2" EXP. BOLT AT 24° O.C. VERT. (2 3/4" EMBED.) W1 2 -SQ. WASHER REINF. FILLED TOP _ ��[ BLOCK COURSE I SIMPSON "SP2" AT EA. STUD AT II EXTERIOR WALLS USE SPH4 (AT CONC. BLK. INTERIOR BEARING WALLS) WALL PER TYP, WALL SECTION (I ATTACH EXT. SHEATHING TO STUDS ;' PLATES PER AFRI. P,EIPIF. CONC. STRUCTURAL NOTES FILLED CELL 44'1 1-�5� r'1 T EXT. FRAME ';ALL TO BLOOC 'WALL, PROVIDE 2x P.T. 44' ' 1 '2" EXP. BOLT AT 24" O.C. VERT, 4Y EMBED 44;' 2' SQ. WASHERS PROVIDE 1 1;'2" EDGE DISTANCE FOR BOLTS X N II SIMPSON "SP2° AT EA. STUD AT r EXTERIOR WALLS (USE SPH4 AT INTERIOR, BEARING WALLS) II i cV TOP OF SLAB 8" EXT, FRAME WALL TO BLOCK WALL CONNECTION DETAIL APPLICABLE TO ALL EXTERIOR FRAME WALLS ONLY UNLESS OTHERWISE NOTED ON FLOOR PLAN NOTES: 1. EXTEND ROOF 1'-0" BEYOND WIDTH OF POOL OR SERVICE DOOR, OPENINGS 9 EACH SIDE U.N.D. 2. EXTEND ROOF 2'-0" BEYOND WIDTH OF S.G.D. OPENINGS EACH SIDE U.N.D. DETAIL OF ONE STORY ROOF OVERHANG c, EXTERIOR DOORS N.T.S. PROVIDE SOLID 2x4 BLXG, BTWN, co U ��� co w "' T— r u Q W I` v o U i LE LI— Lu cd 3: TOP./BOT. RAILS FOR SOLID NAILING OF STRAP �LJLJz -PROVIDE 2x4 BLKG. BTM. FLR. SIh4P50N °MST4M24" STRAP W/ / TRUSS- CONNECT TO BLK. W/ (4) {{5) i/4'x2 1/4" hIASONRY SCf?EWS'TO i 0,145 DL4.x3 L POWDER ACTUATED FASTENERS- PLACE BLKG. ALONG BLOCK WALL AND (9)1Od COMMONS TO FLR. TRUSS SIDE OF GABLE END FLP,. TRUSSES W oC) z ui � CD cn N W D CONC. FILLED REINF. TOP o� BLK. COURSE PER TYP. WALL SECTION-/ MISSED FLOOR TRUSS TO BLK, WALL STRAP PROVIDE (1) ",44STAM24" FOR E.4. "HIETA20" STRAP SPECIFIED SIMPSON "MTSM16' STRAP W/ (4) 1/4"x2 1/4" TAPCONS TO BLOCK WALL AND (7)10d n COMMONS TO TRUSS i f ROOF TRUSS lI INSTALL ADD'L. STRAP N w o I DIAGONALLY FROM EA. OTHER FOR SINGLE CONC. FILLED REINF. TOP MEMBER TRUSS BLK. COURSE PER TYP, WALL SECTION MISSED ROOF TRUSS TO BLK. WALL STRAP USE (1) MTSM16 STRAP FOR UPLIFT VALUES 860 LBS. OR LESS USE (2) MTSM16 STRAPS FOR UPLIFT VALUES 1720 LBS. OR LESS UPLIFT VALUES OVER 1720 LBS. REQUIRE LETTER FROM ARCHITECT OR ENGINEER PRE-ENG'RED ROOF OR FLOOR TRUSSES AT 24" O.C. CONNECT EA. TRUSS BOT. CHORD W/ (2)164 MIN. COMMONS TOE -NAILED TO TOP PLATE 1/2" GYPSUM BD. DBL. 2x TOP PLATE R-11 INSULATION AT ALL WALLS ADJACENT TO NON -AIR CONDITIONED SPACES DRY�YALL- 2x STUDS 16" D.C. #2 SPF OR BETTER R-38 INSULATION - SEE ROOF PLAN FOR REQ'D. STRAP AT EA. MEMBER PSON DSP AT 16" O.C. z/1"AGROSS HDR. SPAN REFER TO HEADER SOL I' FOR SIZES "LST424" STRAP AT HDR. STUD TO BEAM (2) STRAPS EA. SIDE W/ (41 OR MORE TRUSSES CROSS OPNG. NOTE, TRUSS TO PLATE ANCHOR, STUD TO TOP OR SILL PLATE ANCHORS, 6" AND BOLTS TO SLAB NOT REQUIRED "SP2" AT EA. STUD TO SILL Nll,1X. i AT INTERIOR BEARING WALLS NOTED PLATE AT EXTERIOR WALLS (USE i ON PLANS AS SUPPORTING GRAVITY SPH4 AT INTERIOR WALLS) LOADS ONLY (NO UPLIFT LOADS) NUMBER OF STUD 518" EXP. BOLTS (4" EMBED.) TO PLATE CONNECTORS TO AT 32" O.C. MAX. W/ 2" SQ. WASHERS MATCH NUMBER 4F STRAPS PROVIDE "SF H6" STRAP AT 26 STUDS ABOVE CPNG. IN LIEU OF "SPH4" STRAPS 1 -STY. FRAME BRG, WALL NOTED ON PLANS AS SUPPORTING GRAVITY LOADS ONLY (NO UPLIFT LOADS) 8xkI6 CONC. KNOCKOUT Z5° MIN. LAP � BLK, TOP COURSE -FILL W;' OONC. & 1-#5 BAR CONT. #5 REBAR W;' STD. H001( REINF. CONC. FILLED CELL > VERT. REBAR 25" MIN. LAP it Ii #5 REBAR W/ STD. HOOK BLOCK MALL HT, TRANSITION DETAIL - METAL OR VINYL TRIM CONTROL ;' EXPANSION JOINT - 7/8" CEMENT PLASTER PAPER BACK LATH 24" AIDE PEEL & STICK MEMBRANE OR #15 FELT FLASHING BUILDING WRAP ( TYVEK) WALL SHEATHING DETAIL CONTROL 1 EXPANSION JOINT SHINGLES (ATTACH W/ GALV. METAL ROOHNG NAILS PER MANUF. INSTALLATION DETAILS) OVER 15# FELT (2" SIDE LAP / 4° END LAP AND CAP NAILS AT 12" D.C.-EDGE, 24" D.C.-FIELD) ON 7/16' SPAN RATED STRUCTURAL SHEATHING (SEE ROOF NAILING PATTERN) AND PRE-ENG'RED ROOF TRUSSES AT 24" O.C. HURR. STRAP AT EA. TRUSS SEE F 12 ROOF PLAN PER 8x8xl6 CONC. KNOCKOUT BLK. TOP ELEV. R-38 INSULATION COURSE - FILL W/ CONC. AND 1-#5 BAR CONT. V11 DRIP EDGE OVER_. 1/2' GYPSUM BD. FASCIA n 4'-0" FASCIA MATERIAL TO BE 12° DIAPHRAM AREA FASTEN W/ 5d NAIL SEE FRMG. PLANS HURR. ANCHOR AT EA. TRUSS TO TOP PLATE ALUMINUM OR 5/4' PRIME TRIM AT 4" O.C. REMAINDER AT 7" O.C. " BOARD OVER 2x4/2x6 SUBFASCIA i{ SPH4 AT EA. STUD TO REFER TO SUED. SPECIFICATIONS PRE-ENG'RED. PRECAST CONC. LINTEL ABV, TYP. TOP PLATE FOR FASCIA MATERIAL WDW. AND DOOR CPNGS. SEE PLANS FOR LOCATIONS AND TYPES CONT. ALUM. n 112" DRYWALL OVER 1x2 P.T. (MIN.) AT 24" VENTED SOFFIT Z ' 0 C (MAX ) ME 0 NOTE' O TRUSS TO PLATE ANCHOR, STUD TO TOP OR SILL PLATE ANCHORS, ,AND BOLTS TO SLAB NOT REQUIRED TEXTURED CEMENT FINISH OVER AT INTERIOR BEARING `WALLS NOTED ON PLANS AS 8x8x16 CONIC. BLOCK SUPPORTING GRAVITY LOADS ONLY (NO UPLIFT LOADS) "SP"TYPE 4NCHOi " I 2N P.T. SILL PLATE - STUD TO SILL PLATE 5/8" EXP. BOLTS j;'4" E' BED,) AT 24° O.C. MAX. 3 i;''" YIN. CONC. SLAB (2500 DSII W'/, W/` SQ. 7tASHIERS D O NT. ERS WALLS FIBERMESH OR 56 10;'10 'V,',V OWER VAPOR BARRIER CLEAN COMPACTED TERMITE TREATED FILL �' 0 0 THICKEND SLAB FOOTING PER SLAB PLAN TYP, INT, BRG, WALL SECTION SCALE: 1 1112"=1'-0" J z N co FINISH GRADE z rC\-' 45 BAR DOWEL TIED TO FTG. REBAR AT EA, REINF. FILLED CELL AS LOCATED PER SLAB PLAN ' CORE -FILL 500 FOAM INSULATION IN ALL IIA r OPEN CMU WALL CELLS - REFER TO tI ENERGY CALCULATION FOR R -VALUE ii #5 VERT. BAR TIED INTO #5 BAR DOWEL AND u TOP COURSE REBAR AT EA. REINF. CONC. FILLED BLOCK CELL AS LOCATED PER PLANS n ii PRECAST WDW. SILL -TYP. AT STD. WDW. OPNG. h t 4" MIN. 3 1/2" MIN. CONC. SLAB (2500 PSI) W/ FIBERMESH OR 6x6 10/10 WWM OVER VAPOR ii CLEAN COMPACTED TERMITE 1 TREATED FILL 16" MONOLITHIC SLAB EDGE FOOTING PER SLAB PLAN MIN. TYP, EXT, BLOCK WALL SECTION SCALE: FLASHING: ROOF & WALL FLASHING SHALL BE ALUM. OR GALV. METAL W/ FASTENERS MAX. 16" O.C. LATEST REVISION DATE TO MASTER: 07-01-12 O U w U ��Zoco O Q Q co U ��� co w "' T— r u Q W I` v o U i LE LI— Lu cd 3: r- C0 �LJLJz co Lo 00W W oC) _w� LjLj w o� z J � O �'-- O U w U ��Zoco O Q Q co U ��� co w "' T— r u Q W I` v o U i LE LI— Lu cd 3: r- C0 co Lo 00W _w� W J J �'-- W LILJ cl) 0 DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/ HOMES FOR CLARIFICATION! v a D� MII ORLANDO HANDRAIL WITH CIRCULAR CROSS SECTION DIAMETER BTWN. 1 1/2" TO 2", OR PROVIDE CROSS SECTION OF EQUIVALENT GRASPABILITY PERFORMANCE TYPICAL SECTION AT HANDRAIL BALUSTER SPACING LESS THAN DIA, SPHERE 1 1,:'2" DIAi,iETE,R 001,IT. BOTTOM RAIL LESS T.AHI1f 2" DIA, SPHERE HANDRAIL M/I HOME TYP, STAIR TREAD AND RISER CALCULATION CONCRETE SLAB TO PLY'1400D SECOND FLOOR HT. = 128.75" 17 RISES = 7.57" RISER TYP, RISER = 7.57" TYP, TREAD = 10" REFER TO FLOOR PLAN FOR STAIR CONFIGURATION TOTAL STAIR RUN TREAD (NOT INCLUDING NOSING) = 10" WIDE 26 BLOCKING BEHIND HANDRAIL 1" NOSING TOP AT 39" ABOVE EDGE OF TREAD 10" (TYP.) �/ �'��/ 1x10 STRINGER z �' 1" NOSING a 2x12 TREAD 3/4" PLYWD. / RISER CD In Q X7�,IK KIPLATE NOTE: PICKETS SHALL BE PLACED NO CONNECT PLYWD. RISER TO TREAD WITH (4) 8d NAILS 2x12 CARRIAGE AT SIDES AND CENTER OF STAIRS WITH 2x6 SPACER AT SIDE WALLS CONNECT SPACER TO EA. STUD W/ (2) 10d COMMONS GREATER THAN 4" O.G. TYPICAL STAIR SECTION 3/4" PLYWOOD FLOORING -DBL 2X12 HEADER NAIL (2)2x4 TO BOTTOM OF "��FLOOR TRUSS 12" OR LESS IN DEPTH 2x8 STAIR LEDGER CONNECT TO -FLOOR TRUSS W/ (2)10d NAILS AT 6" O.C. MAX. OR EQUIVALENT CONNECT CARRIAGE TO LEDGER W/ (2)10d TOE -NAILED COMMONS STAGGERED EA. SIDE (2) 2X STUDS TO SUPPORT BEAM ABOVE (AT LANDING WHERE NECESSARY) SCALE: N.T.S. HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1-1/2" (381MM) BETWEEN THE WALL .AND THE HANDRAILS NLJTEJ. �v✓ v v1 rIIL W y �iil0 fl 011 LTl. WLIYIULII 1. NAILHEADS SHALL "DSP11 AT EA. DOUBLE ---------- STUD PANEL EDGE TO NOT PEN IRATE THE FACE -T ----77 �--�---_ _ OF THE SHEATHING BY MORE r1 .0GI 7 TOP PLATE I+ ��711SP2" SCHED. EFER T OR HEADER I ES THAN THE NAILHEAD THICKNESS. r II If I 2. P1R0'.1DE 1/8" SPACE BE i`14'EEr1! i rb � I AT 16" O.C. SHEATHING PANELS. F 4I 4I ACROSS HDR. SPAN "LSTA24" STRAP AT I.I I•I �t I HDR. STUD TO BEAM I 8d NAILS AT 6" O.C. `iERT. + I'i-i'i'i f (2) STRAPS EA. SIDE AT FIELD STUDS ---��p I°{ ii I WITH (4) OR MORE TRUSSES 2x STUDS AT ' i i ACROSS OPNG. 8d NAILS AT 3" O.C. AT I•I 16" O.C. SHEATHING EDGES F i.I II �I NO STRAP REQ D. AT + "LSTA24" STRAP AT HDR. STAGGER NAILS BTYN. h Ii kl STUD TO PLATE IF if STUD TO RL�.1 BD.;'6L1<G. PANEL EDGES SHEATHING CONT. TO IFOR OPNGS. > + +41 ►� `I BOT. OF FLR. TRUSS I 8d NAILS AT 3" O.C. HICIRIZIFLA. TRUSSES AT I�x4 OR 2x6 RIh4 BD. BiTiI`J. AT 2x SILL PLATEI iiii24" O.C. QR. TRUSS -- CONNECT TD s_ --IL SUSS W/ (4)164 NAILS (2x4) 2x4 BLKG. BTWN. ;T-- ' '- ; 2x4 BLKG. BTWN. �6)16d NAILS 12x61 RIM BD. AT ALL �; + +. + I • I t l� RIM BD. AT ALL tl , SHEATHING EDGES _" ' I I . I __ I: + 1 I zx4 P.T. RIM BD. BTWN, L ........t .. SHEATHING EDGES FLR. TRUSS -- CONNECT PROVIDE DBL. ROW OF 8d NAILS AT( ° TO TRUSS W/' i(0 6d NAILS ALTERNATE CONT. 2x6 TOP RAIL I.L.O. 8d NAILS AT 3" O.C. HCR!?. AT TOP AND BOTTOM RIM BD. DBL. 2x4 SOLID BLKG. NAILING TO FLR. TRUSS BLKG. BTWN. RAILS -/ OR TRUSS CHO BEL / HDR. STUDS RD EXT. WALL SHEATHING CONC. BLOCK EXT. WALL OF A. FL". > USS � "; IE I A20" STRAP AT Er`��. FLR. TRUSS END DETAIL AT 2 -STY. 2 -STY, EXT, FRAME REQUIRED NAILING PATTERN LO NOTED FOR WALLCONNECTOR DETAIL SHEATHING TO ACT AS UPLIFT LOAD CONNECTOR BETWEEN WALL STUDS AND FLOOR TRUSSES 8d NAILS AT 3" O.C. AT SHEATHING EDGES STAGGER N,`;ILS BTWN. PANEL EDGES ROOF TRUSSES OR 2x RAFTERS AT 24" O.C.- CONNECT W/ (2)164 MIN. COMMONS TOE -NAILED TO TOP PLATE - FLASHING: ALL ROOF AND WALL FLASHING TO BE ALUMINUM OR GALV. METAL MATERIAL. CONNECT W/ GALV. METAL NAILS AT 24" O.C. MAX. CONT. 2x6 TOP RAIL- CONNTEC TO FLR. TRUSS W/ (6)164 NAIL EXT. SHEATHING NAILING PATTER PROVIDE 8d NAILS AT 3" O.C. (2) ROWS AT 2x6 TOP RAIL (1) ROW AT 2x4 BOT. RAIL CONT. 2x4 BOT. RAIL- CONNECT TO FLR. TRUSS W/ (4)16d NAILS (20 P.T. IF IN CONTACT W/ CO ALTERNATE FLR, TRUSS END RAILS IN LIEU OF 2x4 BLKG. BTWN. RAILS AS PART OF FLR. TRUSS END CONST. 2x4 SYP #2 STUDS 9 16' O.C. 34" PLYWOOD r OOR PRE-ENG'D. FLOOR 7/16' MIN. STRUCTURAL WALL TRUSSES 24° O.C. SHEATHING 121 TOP CHORD OF /-- BOT. CHORD OF FLOOR TRUSS I FLOOR TRUSS ` '-GYPSUM BOARD \-2x4 DIAPHRAH BLOCF;ING NAILER CONTINUOUS F,;ROSS Ist 2) TRUSS BAYS CONNECT TO E.A. BOTTO;I CHORD )9/ (4) 10d NAILS "HETk20" STRAP Z 24' O.C. PRO4-IDE SOLID 24 BLOCKING BETWEEN TOP & BOT. CH, FDS AHEPE STRAP DOES NOT ,ALIGN W/ TRUSS 'VERTICAL. ALT. DETAIL § FLOOR TRUSS PARALLEL TO WALL CLAY ROOF TILES OVER 90# FELT ON 1/2" CDX P,-38 INSULA1.'N PLYWOOD (SEE ROOF NAILING PATTERN) AND � PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. z HURR. STRAP AT EA. TRUSS L 12 SEE ROOF PLAN czLLI PER F - Z o Lel N +\j W/ SIMPSON "SPH4" AT Y U W E cx3¢ SIMPSON "DSP" AT DOUBLE o0 v STUD PANEL EDGES K, � cn � 1/2,' G)PSUM BD. � � cD c~n= 12" DIAPHRANi ,IAEA FASTEN W/ 5d NAfLS AT 4' O.C. L1_-= -4s � � r'7 CD LJ C 4 O EDGE OR FLAT AT SHEATHING JOINT - FOR FASCIA MATERIAL 1.1 NAILS PERMITTED TO PENETRATE 2x4 BLKG. SET ON EDGE CONT. ALUM. R-11 MIN. INSULATION - VENTED SOFFIT REFER TO ENERGY CALCULATION zoco FOR REQUIRED INSULATION R -VALUE Q Q = ,Q, 7/8" THK. CEMENT PLASTER OVER o 2x PLATE 7/16" MIN. STRUCTURAL WALLCONT. M/I HOME TYP, STAIR TREAD AND RISER CALCULATION CONCRETE SLAB TO PLY'1400D SECOND FLOOR HT. = 128.75" 17 RISES = 7.57" RISER TYP, RISER = 7.57" TYP, TREAD = 10" REFER TO FLOOR PLAN FOR STAIR CONFIGURATION TOTAL STAIR RUN TREAD (NOT INCLUDING NOSING) = 10" WIDE 26 BLOCKING BEHIND HANDRAIL 1" NOSING TOP AT 39" ABOVE EDGE OF TREAD 10" (TYP.) �/ �'��/ 1x10 STRINGER z �' 1" NOSING a 2x12 TREAD 3/4" PLYWD. / RISER CD In Q X7�,IK KIPLATE NOTE: PICKETS SHALL BE PLACED NO CONNECT PLYWD. RISER TO TREAD WITH (4) 8d NAILS 2x12 CARRIAGE AT SIDES AND CENTER OF STAIRS WITH 2x6 SPACER AT SIDE WALLS CONNECT SPACER TO EA. STUD W/ (2) 10d COMMONS GREATER THAN 4" O.G. TYPICAL STAIR SECTION 3/4" PLYWOOD FLOORING -DBL 2X12 HEADER NAIL (2)2x4 TO BOTTOM OF "��FLOOR TRUSS 12" OR LESS IN DEPTH 2x8 STAIR LEDGER CONNECT TO -FLOOR TRUSS W/ (2)10d NAILS AT 6" O.C. MAX. OR EQUIVALENT CONNECT CARRIAGE TO LEDGER W/ (2)10d TOE -NAILED COMMONS STAGGERED EA. SIDE (2) 2X STUDS TO SUPPORT BEAM ABOVE (AT LANDING WHERE NECESSARY) SCALE: N.T.S. HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1-1/2" (381MM) BETWEEN THE WALL .AND THE HANDRAILS NLJTEJ. �v✓ v v1 rIIL W y �iil0 fl 011 LTl. WLIYIULII 1. NAILHEADS SHALL "DSP11 AT EA. DOUBLE ---------- STUD PANEL EDGE TO NOT PEN IRATE THE FACE -T ----77 �--�---_ _ OF THE SHEATHING BY MORE r1 .0GI 7 TOP PLATE I+ ��711SP2" SCHED. EFER T OR HEADER I ES THAN THE NAILHEAD THICKNESS. r II If I 2. P1R0'.1DE 1/8" SPACE BE i`14'EEr1! i rb � I AT 16" O.C. SHEATHING PANELS. F 4I 4I ACROSS HDR. SPAN "LSTA24" STRAP AT I.I I•I �t I HDR. STUD TO BEAM I 8d NAILS AT 6" O.C. `iERT. + I'i-i'i'i f (2) STRAPS EA. SIDE AT FIELD STUDS ---��p I°{ ii I WITH (4) OR MORE TRUSSES 2x STUDS AT ' i i ACROSS OPNG. 8d NAILS AT 3" O.C. AT I•I 16" O.C. SHEATHING EDGES F i.I II �I NO STRAP REQ D. AT + "LSTA24" STRAP AT HDR. STAGGER NAILS BTYN. h Ii kl STUD TO PLATE IF if STUD TO RL�.1 BD.;'6L1<G. PANEL EDGES SHEATHING CONT. TO IFOR OPNGS. > + +41 ►� `I BOT. OF FLR. TRUSS I 8d NAILS AT 3" O.C. HICIRIZIFLA. TRUSSES AT I�x4 OR 2x6 RIh4 BD. BiTiI`J. AT 2x SILL PLATEI iiii24" O.C. QR. TRUSS -- CONNECT TD s_ --IL SUSS W/ (4)164 NAILS (2x4) 2x4 BLKG. BTWN. ;T-- ' '- ; 2x4 BLKG. BTWN. �6)16d NAILS 12x61 RIM BD. AT ALL �; + +. + I • I t l� RIM BD. AT ALL tl , SHEATHING EDGES _" ' I I . I __ I: + 1 I zx4 P.T. RIM BD. BTWN, L ........t .. SHEATHING EDGES FLR. TRUSS -- CONNECT PROVIDE DBL. ROW OF 8d NAILS AT( ° TO TRUSS W/' i(0 6d NAILS ALTERNATE CONT. 2x6 TOP RAIL I.L.O. 8d NAILS AT 3" O.C. HCR!?. AT TOP AND BOTTOM RIM BD. DBL. 2x4 SOLID BLKG. NAILING TO FLR. TRUSS BLKG. BTWN. RAILS -/ OR TRUSS CHO BEL / HDR. STUDS RD EXT. WALL SHEATHING CONC. BLOCK EXT. WALL OF A. FL". > USS � "; IE I A20" STRAP AT Er`��. FLR. TRUSS END DETAIL AT 2 -STY. 2 -STY, EXT, FRAME REQUIRED NAILING PATTERN LO NOTED FOR WALLCONNECTOR DETAIL SHEATHING TO ACT AS UPLIFT LOAD CONNECTOR BETWEEN WALL STUDS AND FLOOR TRUSSES 8d NAILS AT 3" O.C. AT SHEATHING EDGES STAGGER N,`;ILS BTWN. PANEL EDGES ROOF TRUSSES OR 2x RAFTERS AT 24" O.C.- CONNECT W/ (2)164 MIN. COMMONS TOE -NAILED TO TOP PLATE - FLASHING: ALL ROOF AND WALL FLASHING TO BE ALUMINUM OR GALV. METAL MATERIAL. CONNECT W/ GALV. METAL NAILS AT 24" O.C. MAX. CONT. 2x6 TOP RAIL- CONNTEC TO FLR. TRUSS W/ (6)164 NAIL EXT. SHEATHING NAILING PATTER PROVIDE 8d NAILS AT 3" O.C. (2) ROWS AT 2x6 TOP RAIL (1) ROW AT 2x4 BOT. RAIL CONT. 2x4 BOT. RAIL- CONNECT TO FLR. TRUSS W/ (4)16d NAILS (20 P.T. IF IN CONTACT W/ CO ALTERNATE FLR, TRUSS END RAILS IN LIEU OF 2x4 BLKG. BTWN. RAILS AS PART OF FLR. TRUSS END CONST. 2x4 SYP #2 STUDS 9 16' O.C. 34" PLYWOOD r OOR PRE-ENG'D. FLOOR 7/16' MIN. STRUCTURAL WALL TRUSSES 24° O.C. SHEATHING 121 TOP CHORD OF /-- BOT. CHORD OF FLOOR TRUSS I FLOOR TRUSS ` '-GYPSUM BOARD \-2x4 DIAPHRAH BLOCF;ING NAILER CONTINUOUS F,;ROSS Ist 2) TRUSS BAYS CONNECT TO E.A. BOTTO;I CHORD )9/ (4) 10d NAILS "HETk20" STRAP Z 24' O.C. PRO4-IDE SOLID 24 BLOCKING BETWEEN TOP & BOT. CH, FDS AHEPE STRAP DOES NOT ,ALIGN W/ TRUSS 'VERTICAL. ALT. DETAIL § FLOOR TRUSS PARALLEL TO WALL CLAY ROOF TILES OVER 90# FELT ON 1/2" CDX P,-38 INSULA1.'N PLYWOOD (SEE ROOF NAILING PATTERN) AND � PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. z HURR. STRAP AT EA. TRUSS L 12 SEE ROOF PLAN czLLI PER F - CONT. 2x4 DBL. PLATE W ELEV. W/ SIMPSON "SPH4" AT EA. STUD SIMPSON "DSP" AT DOUBLE i ccZ v STUD PANEL EDGES O Y Co DRIP EDGE � 1/2,' G)PSUM BD. OVER FASCIA � 4-0" FASCIA MATERIAL TO 12" DIAPHRANi ,IAEA FASTEN W/ 5d NAfLS AT 4' O.C. BE ALUMINUM OR 5/4" PRIME TRIM BOARD REMAINDER AT 7" O.C. OVER 2x4/2x6 SUBFASCIA CONT. 2x SOLID WALL BLKG. ON REFER TO SUED. SPECIFICATIONS EDGE OR FLAT AT SHEATHING JOINT - FOR FASCIA MATERIAL NAILS PERMITTED TO PENETRATE 2x4 BLKG. SET ON EDGE CONT. ALUM. R-11 MIN. INSULATION - VENTED SOFFIT REFER TO ENERGY CALCULATION C, FOR REQUIRED INSULATION R -VALUE Q 2x STUDS AT 16" O.C. 7/8" THK. CEMENT PLASTER OVER o 2x PLATE 7/16" MIN. STRUCTURAL WALLCONT. SHEATHING -SEE DETAIL FOR ,w, 3/4" T&G PLYWOOD FLOOR -NAILED & REQ'D. NAILING PATTERN GLUED W/ 8d NAILS AT 12" O.C. IN FIELD L` AND 6" O.C. AT PANEL EDGES CONT. 2x4 TOP/BOT. RAIL -CONNECT PROVIDE DRAFTSTOPPING TO SEPARATE TO FLR. TRUSS W/ (4)164 NAILS CEILING AREAS NO GREATER THAN 500 S.F. (BOT. RAIL TO BE 2x4 P.T.) CONT. GALV. MTL. EXPANSION JOINT P111 -ENG TRU rs SIMPSON "HETA20" AT EA. TRUSS 24" O.C. (M FILL ALL HOLES W/ NAILS TO LMAX) P AT EA.UVERSS TACHORD 1/2" GYPSUM BD. (24"" O.C.RRALLEL (5/8" TYPE "X" GYP. BD. 8x8x16 CONC. KNOCKOUT BLK. DIAPHRAM AREA @ GARAGE CEILING W TOP COURSE - FILL W/ CONC. II FASTEN W/ 5d NAILS AT 4" O.C. LIVING AREA ABOVE) AND 1-#5 BAR CONT. +I REMAINDER AT 7" O.C. EI PRE-ENG'RED. PRECAST CONC. LINTEL ii ABV. TYP. WDW. AND DOOR OPNGS. SEE PLANS FOR LOCATIONS AND TYPES ii1) 1/2" DRYWALL OVER 1x2 P.T. (MIN.) z + AT 24 O.C. (MAX.) a ° R-3 MIN. INSULATION - REFER TO ENERGY CALCULATION o FOR REQUIRED INSULATION R -VALUE � II 1/2" EXTERIOR PORTLAND I+ #5 VERT. BAR TIED INTO #5 BAR CEMENT PLASTER OVERDOWEL T. AND TOP COURSE REBAR + AT EA. REINF. CONC. FILLED BLOCK 8" C.M.U. I+ CELL AS LOCATED PER PLANS If +I PRECAST WDW. SILL - TYP. AT n STD. WDW. OPNG. 22.4 z nu un It 114" ,--3 1 /2" MIN. CONC. SLAB (2500 PSI) ( MIN. W/" FIBERMESH OR 66 10;'10 WWM !;� OtER VAPOR BARRIER II FINISH GRADE ii u CLEAN COMPACTED EARTH FILL #5 BAR DO'r'IEL TIED TO FTGFILLED CELL AS . REB,'�P AT EA. YONCLITHIC SLAB EDGE 2'0 REINF. FOOTING PER SLAB ; LAN LOC' -TED PER SLAB PLAN MIN. TYP, EXT12-STORY WALL SECTION SCALE; 1;'2"=i' -O" ROOF TRUSSES AT 24:, O.C. 'N' (2)154 M TOE -NAILS 1 SIMPS 2x STUDS 1h" O.C. FLR. TAUS: �4" 0 L 1. ROOF PLAN FOR REQ'D. RAP AT EA. MEMBER - REFER TO HEADER SCHED. FOR SI ES SIMPSON "DSP" AT 16" O.C. CROSS HDR. SPAN �IMPSON "LSTA24" STRAP AT !DR. STUD TO BEAM 2x4 OR 2x6 RIM BD. BTWN. SJR. TRUSS -- CONNECT TO ;USS W/ (4)164 N6,ILS (2x4) (6)16d NAILS (2x6) 2x4 P.T. RIM BD. BTWN. FLR. TRUSS -- CONNECT 0 TRUSS W/ (4)164 NAILS DBL. 2x4 SOLID BLKG. BELOW HDR. STUDS OF OPNGS. > 5'-0" ��+• �.�vV\ L:,I, 1,r1LL "''-"•"' __AP AT 24" O.C. MAX. AT FLR. TRUSS PERP. TO WALL OR 24" O.C. AT GABLE END TRUSS -STY. EXT. FRAME NNECTOR DETAIL NO STRUCTURAL IMEYBER OR [BTLDG. SERVICE SHALL PENETRATE THE FIRE R.'tiTED SHAFT WALL BETWEEN UNITS. ASPHALT SHINGLES ON STRUCTURAL SHEATHING 4'-0" IYIN.EACH SIDE OF CENTER LINE OF WALL - (SEE ROOF NAILING PATTERN) PROb1LE FIRE RETARDANT TREATED WOOD ROOF AND PRE-ENG'RED ROOF SHEATHING TRUSSES AT 24" O.C. am RAKE TIE BEAI'.I ',9' (1) 4,5 COidT. Y MAINTAIN 2° CLEARANCE TO RE BAR IFRO,1,I TOP OF BEAM 0 1. a 2x6 CONT. P.T. W/ (1) ROWS OF 1/4"x 2-3/4" TAPCONS AT 12' O.C.- STAGGERED 3/4° PLYWOOD DECKING DOUBLE 8x8x16 CONC. KNOCKOUT BLK. COURSE - FILL W1 CONC. AND 1-#5 BA CONT. CD 'co O U 0 0 Y <Z> J z N 2'-D" PROVIDE CONT. FIRE CAULK OR FIRE WOOL @ ROOF SHEATHING AND RAKE BEAM CONSTRUCTION JOINT z I�N ROOF TRUS. AT 24' O.C. i-1/2" GYPSUM BD. \---R-38 INSULATION FOAM CORE FILL INSULATION IN ALL OPEN CMU WALL CELLS - REFER TO ENERGY CALCULATION FOR R -VALUE 1112"24DR4 AL`MOVER DBL. 1x2 P.T. 8x8x16 2 HR. FIRE -RATED CMU WALL VERT. BAR TIED INTO #5 BAR #5 NEL :AND TOP COURSE EBAR AT EA. REINF. CONC. FILLED BLOCK CELL AS LOCATED PER PLANS 3/4" T&G PLYWOOD FLOOR -NAILED & GLUED W/ 8d NAILS AT 12" O.C. IN FIELD AND 6" O.C. AT PANEL EDGES PROVIDE DRAFTSTOPPING TO SEPARATE CEILING AREAS NO GREATER THAN 500 S.F. CPRE-ENG'RED. FLR. TRUSSES AT 24" O.C. (MAX.} STAGGERED BTWN. ADJ. UNfTS 1/2" GYPSUM BD. CORE -FILL 500 FOAM INSULATION IN ALL OPEN CMU WALL CELLS 1/2' DRYWALL OVER DBL 1x2 P.T. (MIN.) AT 24' O.C. (MAX.) 8x8x16 2 HR. FIRE -RATED CMU WALL UE#5 VERT. BAR TIED INTO #5 BAR EL AND TOP COURSE EBAR AT EA. REINF. CONC. FILLED BLOCK CELL AS LOCATED PER PLANS 3 1/2" MIN CONC. SLAB (2500 PSI) W/ FIBERMESH OR 6x6 10 10 WWM OVER VAPOR BA BIER �— CLEAN COMPACTED EARTH FILL "'MONOLITHIC SLAB FOOTING PER SLAB PLAN TYP. UNIT SEPARATION WALL SECTION AT ROOF TRUSS PARRELLEL TO FRAME WALL SCALE: 'I/2"=1'—O` LATEST REVISION DATE TO MASTER: 07-01-12 �J a(D . O Lu w U) �w O 2E SINGLE 8x8x16 CONO. m � KNOCKOUT SLK. COURSE � z - FILL W;'' CONC. AND L o i- 45 BAR CL;JT. czLLI =� W Y U 0 ocr)� Q w = ti U�mo c" i r� i ccZ v "- O Y Co LL Co n1 LL LLI a 2x6 CONT. P.T. W/ (1) ROWS OF 1/4"x 2-3/4" TAPCONS AT 12' O.C.- STAGGERED 3/4° PLYWOOD DECKING DOUBLE 8x8x16 CONC. KNOCKOUT BLK. COURSE - FILL W1 CONC. AND 1-#5 BA CONT. CD 'co O U 0 0 Y <Z> J z N 2'-D" PROVIDE CONT. FIRE CAULK OR FIRE WOOL @ ROOF SHEATHING AND RAKE BEAM CONSTRUCTION JOINT z I�N ROOF TRUS. AT 24' O.C. i-1/2" GYPSUM BD. \---R-38 INSULATION FOAM CORE FILL INSULATION IN ALL OPEN CMU WALL CELLS - REFER TO ENERGY CALCULATION FOR R -VALUE 1112"24DR4 AL`MOVER DBL. 1x2 P.T. 8x8x16 2 HR. FIRE -RATED CMU WALL VERT. BAR TIED INTO #5 BAR #5 NEL :AND TOP COURSE EBAR AT EA. REINF. CONC. FILLED BLOCK CELL AS LOCATED PER PLANS 3/4" T&G PLYWOOD FLOOR -NAILED & GLUED W/ 8d NAILS AT 12" O.C. IN FIELD AND 6" O.C. AT PANEL EDGES PROVIDE DRAFTSTOPPING TO SEPARATE CEILING AREAS NO GREATER THAN 500 S.F. CPRE-ENG'RED. FLR. TRUSSES AT 24" O.C. (MAX.} STAGGERED BTWN. ADJ. UNfTS 1/2" GYPSUM BD. CORE -FILL 500 FOAM INSULATION IN ALL OPEN CMU WALL CELLS 1/2' DRYWALL OVER DBL 1x2 P.T. (MIN.) AT 24' O.C. (MAX.) 8x8x16 2 HR. FIRE -RATED CMU WALL UE#5 VERT. BAR TIED INTO #5 BAR EL AND TOP COURSE EBAR AT EA. REINF. CONC. FILLED BLOCK CELL AS LOCATED PER PLANS 3 1/2" MIN CONC. SLAB (2500 PSI) W/ FIBERMESH OR 6x6 10 10 WWM OVER VAPOR BA BIER �— CLEAN COMPACTED EARTH FILL "'MONOLITHIC SLAB FOOTING PER SLAB PLAN TYP. UNIT SEPARATION WALL SECTION AT ROOF TRUSS PARRELLEL TO FRAME WALL SCALE: 'I/2"=1'—O` LATEST REVISION DATE TO MASTER: 07-01-12 �J a(D . O Lu w U) �w O 2E C m � � z U co -o z co M L C-0 L LLI Lo czLLI =� W o0 ocr)� Q w = ti U�mo c" i r� W 0 "- O Q LL Co n1 LL LLI � z rZ � O C O U co -o z co M L C-0 L LLI Lo czLLI =� � ocr)� Q w = ti U�mo c" i r� C elf-1�oc� i O Q LL Co n1 LL LLI � rZ 1 co Lo coL LU LLI CD T >_ F--- LI Z � LSI o DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/1 HOMES FOR CLARIFICATION! 1 1 D3 1 1 Mll ORLANDO u